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HomeMy WebLinkAboutSDP202200057 Plan - Revision 2022-12-14I � kyan D. Cichocki ' e be. No. 53741 SOUTHWOOD PHASE 1 -BLOCKS 9, 10, & 11 ��00 ���� SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 7.97 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 DRAINAGE DISTRICT: MOORES CREEK 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 0 90A 1 -00- 00-0 0 1 EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 MINOR AMENDMENT 202200057 TO SDP202100066 COUNTY OF ALBEMARLE, VIRGINIA TOPOGRAPHY SUPPLEMENTAL TOPO LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP P.O. BOX 340 28 IMPERIAL DRIVE MINERAL, VA23117 STAUNTON, VA24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. PAUL. HUBER@TI MMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS ' WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 4.63 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (25 REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING HEIGHT PROPOSED IS THREE STORIES (35). STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW, A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER. AGRICULTURAL/FOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL). 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 68 47 34 81 BLOCKS 11 & 12 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ TOWNHOMES 25 D.U. 185 3 9 12 9 5 14 SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 9/20/2022 SITE LOCATION VICINITY MAP 111=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARL017ESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 SITE PLAN AMENDMENT #1 SUMMARY CODE OF DEVELOPMENT TABLES: 1. PARKING TABLE, OPEN SPACE TABLE, DEVELOPMENT CHART, AND HOUSING MIXTURE PLAN HAVE BEEN UPDATED FOR THE NEW CONDO/TOWNHOUSE LAYOUT IN BLOCK 10. EROSION & SEDIMENT CONTROL PLAN: 1. SEDIMENT TRAP 1 HAS BEEN CONVERTED AND EXPANDED TO A SEDIMENT BASIN (SEDIMENT BASIN 2) & VOLUME OF SEDIMENT BASIN 1 HAS BEEN FURTHER EXPANDED PER FIELD DIRECTION AGREED UPON WITH SITE INSPECTOR. 3. ADDITIONAL CLEAN WATER DIVERSIONS AND DIVERSION DITCHES HAVE BEEN ADDED PER FIELD DIRECTION AGREED UPON WITH SITE INSPECTOR. 4. INTERIM E&S SHEETS HAVE BEEN ADDED TO THE SET. LAYOUT & UTILITIES PLAN: 1. SEWER TIE-INS FOR THE CONDO UNIT IN BLOCK 10 HAVE BEEN UPDATED. 2. STORM SEWER LAYOUT HAS BEEN UPDATED FOR THE TOWNHOUSE AND CONDO UNIT UPDATES IN BLOCK 10. 3. FIRELINE AND DOMESTIC LINE TO THE BLOCK 10 CONDO BUILDING HAVE BEEN UPDATED. OVERALL HOUSING & DENSITY PLAN 1. THE TOTAL NUMBER OF ADU UNITS DID NOT CHANGE. EIGHT (8) PROPOSED ADU UNITS THAT WERE CONDO UNITS ARE NOW TOWNHOUSE UNITS. OPEN SPACE PLAN: 1. AMENITY AREA HAS BEEN UPDATED FROM 23,650 SF TO 22,742 SF (22,700 SF REQUIREMENT). LOT AND EASEMENT PLAN: 1. DRAINAGE EASEMENTS HAVE BEEN UPDATED FOR STORM SEWER UPDATES 2. ACSA WATER EASEMENTS HAVE BEEN UPDATED FOR THE UPDATED CONDO DOMESTIC LINE. GRADING & DRAINAGE PLAN: 1. GRADING HAS BEEN UPDATED FOR THE NEW TOWNHOUSE/CONDO LAYOUT IN BLOCK 10. 2. ROADS HAVE BEEN RAISED BY 1-2 FT TO ACCOUNT FOR ADDITIONAL ON -SITE FILL. GRADES THROUGH THE BLOCKS HAVE BEEN UPDATED ACCORDINGLY. STORMWATER MANAGEMENT PLAN & CALCULATIONS: 1. IMPERVIOUS AREA FOR 'POST -DEVELOPED DRAINAGE AREA TO ANALYSIS POINT 1 (1-ON-2, ONSITE, UNDETAINED) HAS BEEN REDUCED BY 0.03 AC. PIPE & INLET CALCULATIONS: 1. PIPE AND INLET CALCS HAVE BEEN UPDATED FOR PIPES NO. 101, 103, 103A, 105, 109, 111, 113,123, 125, 125A, 127, 129, 131 &ASSOCIATED INLETS/MANHOLES. UNDERGROUND DETENTION DETAILS: 1. SWM-B AND ASSOCIATED TIE-IN STRUCTURES HAVE BEEN RAISED BY 0.9 FT. STORM PROFILES: 1. PROFILES HAVE BEEN UPDATED FOR NO. 101, 103, 103A, 105, 109, 111, 113,123, 125, 125A, 127, 129, 131. SANITARY PROFILES: 1. MANHOLE RIM ELEVATIONS HAVE BEEN UPDATED WITH GRADING 2. CLEANOUT LOCATIONS IN BLOCK 10 HAVE BEEN UPDATED WATER PROFILES: 1. FIRELINE AND DOMESTIC LINE IN BLOCK 10 HAVE BEEN UPDATED. ROAD PROFILES: 1. ROAD PROFILES HAVE BEEN RAISED BY 1-2 FT TO ACCOUNT FOR ADDITIONAL ONSITE FILL. LANDSCAPING PLANS: 1. LANDSCAPING PLANTING AND CALCULATIONS HAVE BEEN UPDATED FOR THE BLOCK 10 TOWNHOUSE AND CONDO UPDATES. PHOTOMETRIC PLANS: 1. PHOTOMETRICS HAVE BEEN UPDATED FOR THE NEW PARKING LAYOUT ASSOCIATED WITH THE BLOCK 10 CONDO. SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ■C17_1�I:��lq�_1:ill�lq�11 APPROVAL Sheet List Table Sheet Number Sheet Title CO.0 COVER CO.1 CODE OF DEVELOPMENT TABLES CO.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 NOTES & DETAILS C1.5 FIRE FLOW DATA C1.6 FIRE FLOW DATA C1.7 BUILDING ELEVATIONS - TOWNHOMES C1.8 BUILDING ELEVATIONS - APARTMENTS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 BLOCKS & OVERALL PLAN C2.2 OVERALL PHASING PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 ROAD PLAN C4.4 ROAD PLAN C4.5 ROAD PLAN C4.6 OVERALL HOUSING & DENSITY PLAN C4.7 DETAIL HOUSING & DENSITY PLAN C4.8 OPEN SPACE PLAN C4.9 LOT & EASEMENT PLAN C4.10 LOT & EASEMENT PLAN C4.11 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 DETAILED GRADING PLAN C5.4 DETAILED GRADING PLAN C5.5 DETAILED GRADING PLAN C5.6 CURB RAMP ELEVATIONS C6.6 UNDERGROUND DETENTION DETAILS C6.7 UNDERGROUND DETENTION DETAILS C6.8 UNDERGROUND DETENTION DETAILS C6.9 UNDERGROUND DETENTION DETAILS C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 SANITARY SEWER PROFILES C7.3 WATER LINE PROFILES C7.4 WATER LINE PROFILES C8.6 SIGHT DISTANCE PROFILES C8.7 SIGHT DISTANCE PROFILES C8.8 SIGHT DISTANCE PROFILES C8.9 SIGHT DISTANCE PROFILES C8.10 SIGHT DISTANCE PROFILES C8.11 SIGHT DISTANCE PROFILES C8.12 SIGHT DISTANCE PROFILES C8.13 SIGHT DISTANCE PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L2.1 PLAYGROUND DETAILS E1.0 PHOTOMETRIC PLAN E2.0 PHOTOMETRIC DETAILS FINAL SITE PLAN TOTAL NUMBER OF SHEETS = 58 DATE Am w 0 DATE 9/20/2022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. T� V , U 0 � j' W w J Q LU w U-1 t0 \ 1-1 Q 0 `L U �W °O} V / z O U 0 0 0 0 V/ IOB NO. 47036 SHEET NO. C0.0 L TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY BLOCK ASSOCIATED PLAN(S) STEEP SLOPES (ACRES) OPEN SPACE REQUIRED (ACRES) OPEN SPACE PROVIDED (ACRES) TRAIL&PATH AMENITY REQUIRED (ACRES) TRAIL&PATH AMENIN PROVIDED (ACRES) REC.AMENIN& CIVIL SPACES REC, (ACRES) REC.AMENITY& CIVIL SPACES PROV. (ACRES) MINIMUM RECREATIONALAMENITIES&CIVIC SPACE REQUIRED RECREATIONALAMENITI ES &CIVIC SPACE PROVIDED TOTALGREEN SPACE REQUIRED (ACRES) TOTAL GREEN SPACE PROVIDED (ACRES) TOTALAMENITY SPACE REQUIRED (SF) TOTALAMENITY SPACE PROVIDED (SF) 1 1.80 5.97 0.23 0.00 2,000 LF CLASS BTYPE 1 PRIMITIVETRAIL 8.00 10,000 5DP202000048 0.80 0.05 0.05 405 LF CLASS BTYPE 1 PRIMITIVE TRAIL 0.80 2025 5DP202100062 fi.75 0.19 0.19 1691 LF CLASS BTYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS BTYPE 1 PRIMITIVE TRAIL 7.55 30,480 z o.l0 1.10 0.20 o.ao 1,740 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.ao s,7Do SDP202000048 0.29 0.03 0.03 297 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 0.29 1491 THIS PLAN 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.10 0.20 0.03 TOTAL: 1,790 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 30,441 3 0.00 0.00 0.00 0.00 0.00 0.00 5DP202000048 0.00 0.00 0.00 0.00 O.OD a o.ao o.00 o.00 o.00 o.00 o.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 s-a o.00 o.00 0.12 0.11 SOOSF NEIGHBORHOOD PARK 600 LF CLASS B TYPE 2 TRAI LSa 4,000SF NEIGHBORHOOD PARK OR REC. AMENITY° o.z3 1o,sao SDP202000048 1.30 0.11 0.62 4,4155E PLAY FIELD 1,866 SF TOT LOT 985 SF COMMUNITY GARDEN 2,707 SF GARDEN 1, Lis SF PARK 3,9405E PARK 1,855 SF PARK 2,5555E PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLA55 BTYPE2 TRAMS 0.97 27124 5DP202300W2 0.28 0.01 0.18 7,1005E PARK 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7635 TOTAL 1.58 0.12 0.8 1.25 34,759 9-11 0.38 0.00 0.50 0.13 5005E NEIGHBORHOOD PARK 2,170 LF CLASS BTYPE 2TRAIL56 5,0005E NEIGHBORHOOD PARK OR REC. AMENITY` 0.63 22,700 THIS PLAN 1.64 0.51 0.32 2,1125E PLAYGROUND 4,4345E OPEN FLEX SPACE 7,1005E REC. AMENITY 1,137 LF CONNECTOR SITE PATHS 1.33 22742 SDP202100036 0.00 0.000.00 0 TOTAL L64 0.51 0.32 1.33 22,742 12 0.00 0.00 0.00 0.16 6,500 SF ACTIVE USE REC.AMENIN 0.35 6,500 5DP202100035 Q00 0.00 0.15 6,500 SF ACTIVE USE REC. AMENITY 0.15 6,500 TOTAL 2.28 7.07 11.87 1.05 1.07 0.39 1.54 10.91 11.68 58,40D 84,922 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 °SPACE REQUIREMENTS IS CUMULATIVE AN D MAYBE PROVIDED USING NOT MORE THAN 6 SPACES, NON E OF WHICH CAN BE SMALLER THAN 5005E DISTRIBUTED ACROSS BLOCKS DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS MAX. NON- DENSITY GROSS TOTAL AREA BLOCK NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING TOTAL# BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL %OF (AC) CLASSIFICATION BUILDING (SF) DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE MARKET REQUIRED FOR FOR RENT TOTAL %OF BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0'� 8.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0% 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 4-12 8 3-6 5.7 S 63% 1 3 0 3 38°� 1.40 DENSITY 4 1.50 5000 0 5 3 2 0 0 5-14 5 3-6 33 3 60°k 1 2 0 2 40% URBAN DENSITY 5 RESIDENTIAL 5000 0 35 4 4 26 20 60-127 54 6-18 7.6 10 19% 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0'� 0 0 0 0 0'� MIXED USE / 1.10 7 0.60 NEIGHBORHOOD 10000 0 7 7 0 0 0 0-12 7 0-18 11.7 7 100'� 1 0 0 0 0'� PLACES 8 1.00 10000 0 6 6 0 0 0 0-17 6 0-18 6.0 6 100'� 1 0 0 0 0'� 9 1.80 10000 0 15 0 0 15 0 0-61 15 0-34 8.3 15 100'� 2 0 0 0 0'� 10 20000 0 26 0 0 18 8 11-62 26 6-34 14.4 10 38% ° 1.80 URBAN DENSITY 11 5.40 MIXED USE 20000 0 46 0 0 45 51 20-182 96 6-34 17.8 45 47% 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6-34 23.3 0 0'� 11 0 70 70 100'� TOTAL 34.00 N/A 0 149 26 8 104 149 N/A 287 N/A 8.4 101 35% 43 29 157 186 65% PROPOSED BUILDING HEIGHTS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. HOUSING MIXTURE PLAN BLOCK HOUSINGTYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048& SDP202100019 Number provided this plan (SDP 202100006) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 2 Habitat Single Family Detached Ownership 25%-80% AMI 40years 0-10 0 0 0 Accessory Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 15 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 5 0 5 Habitat Condominium Ownership 20%-80%AMI 40years 0-20 15 0 15 5-8 HabitatTownhomes Ownership 25%-80%AMI 40years 0-30 18 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 4 Habitat Single Family Detached Ownership 40%-80%AMI 40years 0-10 2 0 2 Workforce Ownership/Rental 60%-120% AMI N/A 0-10 0 0 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 Market Townhomes Rental Unrestricted N/A 0-30 0 70 70 HabitatTownhomes Ownership 25%-80%AMI 40years 0-30 0 8 8 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 8 8 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 0 0 0 LIHTCApartments Rental 30%-80%AMI 30years 80 0 0 0 PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATED PLAN(S) LOTS HOUSING TYPE TOTAL PARKING SPACES SPACES PARKING SPACE LOCATION REQUIRED PROVIDED 1A-ID, 2B, 3, 6A- (2 SPACES / UNIT) X (26 (50) ON -SITE, (2) ON CARDINAL 6E, 12, 24, SINGLE FAMILY UNITS)=525PACE5 52 HILL LANE 33, 34, DETACHED (2 SPACES /UNIT+ 1 GUEST (16) ON -SITE, (1) ON HORIZON SDP202000048/ 4, 5, 8-11, SPACE/ 4 UNITS) X (8 UNITS) 18 ROAD, (1) ON WARDELL CREST 37, 38 DUPLEX 18 SPACES SDP202100019 MULTIFAMILY(2)6-UNIT (2SPACES/UNIT)X(20 �(2ADAVAN) (39)PARKINGLOT,(1)ON 13 AND (2) 4-UNIT UNITS)=405PACE5 CARDINAL HILL LANE (2SPACES /UNIT+1 GUEST (28) GARAGE, (24) ON -SITE, (2) ON 7A-7H, 14 SPACE/4 UNITS) X (26 58 HORIZON ROAD, (2) ON CARDINAL 23, 25-32 TOWNHOMES UNITS)=585PACE5 HILL LANE, (2) ON WARDELL CREST (1.5SPACES/UNIT)X78 (148)GARAGEANDDRIVEWAY UNITS=117+20GUEST=137 171 PER UNIT, (23)ONSTREET/ALLEY THIS PLAN 1-78 TOWNHOMES (1.5 SPACES/UNIT) X (8 12 (2 ADA VAN) (12) ON STREET/ALLEY 79 MULTIFAMILY(1)8-UNIT UNITS)=12 NTH oF 0 ryan D. Cichocki 'Z U lie. No. 53741 A 12/9/2022 4' �i0�L� SSIONAL E� M E 0 u N N C > E w v E w w 3 Q LL O 3 p LL - wO `mom ¢_j U00 Z o -u O .. o C7 W �� a d w r V) 3OVnx to p o¢"=LL w� p c F- Fo w LU w O ' FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. a v �H i O x C7 Q x F LU F O N Q \ N O in DATE 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE N.A. • • 06 1� �� V 1 LLI J U m 1■` ~ 0 J > z Ud J LCLJ Q C m 0 r-I a J LL LLJ O (U..� LIJ QO UILL ^_ 0 I..L 0 C) 0 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. C0.1 L_ ocation of the Trail is shown -on the Application Plan on page 8 of the Co f Development; how endmen exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially PROFFER STATEMENT completed prior to issuance of the one hundredth (100`s) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail 201 03 connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) Taai Maao And Parcel Number(* 09000-00-00-001A0, 090A1shall be maintained by the County as described in section 2a above. Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be Date of Proffer Signature: _August 2, 2019 provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 31% acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMD and TMP 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. properly owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the Southwood Charlottesville LLC, is the owner (the "Owner') of Tax Map and Parcel Number 09000-00-00- public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to 001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application the issuance of the 300th Certificate of Occupancy in Phase 1. ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"). FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers ithe SOUTHWOOD CHARLOTTESVILLE, LLC, FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: dih'bns listed below which shall -be applied to the Property if it is rezoned to strict identified a Virginia limits 1 bility compare A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE ins are ypmffered as of the requested rez n / PERMITTED WITH ANY SINGLE-FAMILY DWELLING. e e that (1) the rezoning i n—w rise to the need for the conditions; and:M i he By: B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM m_vars Dan Rosensweig, Manager GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE is ved b the Boardo� �rs in connection w� 5-00017. tab pre$ ptatemen afro y pervrso MAIN DWELLING UNIT, WHICHEVER IS GREATER. - - - C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA 1. a �� o ro eroa-- en men -0 o e o evelopment for Brs' cmt Run ZMAZ00540019 OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT !=h ded on Tas Mau-ParceF090Ai-00-00--001E0. All existing proffera associated with * Q*- of IS REGULATED. Develoonent, appliarea, and Plan forZMA 2005-000T7 fe3aiing o Tax Mag-P 1 @40AY+ D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% 00i mereremoved and superseded b�tkeseproffers. Tax Mappare_e1090 i-wo-mOl® OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. Nk Withp lA0 and 076000-A051A0) shall comply wi and] V E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL l lopmentI entltlC� "S°°thy°°d Phase 1,'s'NeigliHrho� vModel "�mal � BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. 2A PH, strevls� g�-luiy2ri, 209. M a fl NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT 2. Trails. Parks, Civic Spaces. SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF a. Oreenwav Connections to Potential Adiacent County Parkland. At any time from approval of this G. (3) THREE FEET. ASINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO rezoning application until the final certificate of occupancy is granted for Phase I, upon written REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION County to provide a public trail connection between the Trail described in paragraph 2(b) below and any CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT easement, associated trail connection, associated signage, and any associated structures shall be TO PERMITTING PROCESSES AND REGULATIONS. maintained in perpetuity by Albemarle County. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail'''), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 34 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKo MIN. N/A N/A 15, 15'E 15 AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKB MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. o A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. v ryan� cki Lie. No. 53741 12/9/2022 ,ZONAL z O a_ U U N w 0 z O U) w F 0 DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. MAE C•7 !01 U 0 W w a 0 0 0 2 �0 V/ Q w J Q w m J Q LL }O z O U LU J co Z LU a_ 0 LL1 LU 0 LL 0 LU 0 0 U F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). G FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. L H JOB NO. 47036 SHEET NO. CO.2 LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM EXISTING SANITARY SEWER PIPE & STRUCTURE NO. Fr�® DROP INLET & STRUCTURE NO. S�SANH-OS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER - PROPOSED PAVEMENT EXISTING WATER LINE • • CENTERLINE OF DITCH B• yy PROPOSED WATER LINE BENCH MARK 4 B• yy PROPOSED VALVE . . CLEARING LIMITS - T! g• yy PROPOSED TAPPING SLEEVE T R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) L Y - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGEDSLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR SEPTEMBER 14, 2021 INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF WAY. (N/A) THE LINE. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. OF ROAD. (N/A) 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLOPE OF 0.004 ft./ft. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-09. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. THE END OF THE DAY 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED REVISION OF THE ASCA RULES AND REGULATIONS. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County Private Road Acceptance Procedure Albemarle County As -built Road Plan Policy This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline and the position of the roadway q gh Y P Y � P Y within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans and plats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P> sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) A COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). drawn may n t therequirements of raps O .This Ian as dra of accurately reflect P ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ryan D. Cichocki Lie. No. 53741 12/9/2022 ,ZONAL m E 0 u N � N C > E w v E H_ w w UM Q V3 0 LL O w 0 m C W L M a_ V00 J -u .. rn Lu N W Z Q IT Z 0 = X oa =LL (n = N Fv> c C' EO1 00 W M a� C� Z ai U w 0 Z V W F 0 DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. 06 O V 1 U O Q cn MJ > W w Q _1 F- w � 0 w m 1-I a 06 LL o Cn w 'LU^ W Q ° Z 2 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 CUT .aenE PAVEMENT UBBASE FILL UBGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT E PAVEMENT SURFACE & BASE 0 0 0 0 .8. 0 0 S S o f SUBBASE E SELECT MATERIAL TYPE I OR I Gam/ 057 AGGREGATE, N6 AGGREGATE OR CRUSHED .... CLASS MEETING NB GRADATION REQUIREMENTS. CEOTEXTILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR 1 PAVEMENT SURFACE & BASE 0 0 0 000 0 000 0 0 �- SUBBASE OR CEMENT STABILIZED SUBBASE = FSELECT MATERIAL TYPE➢OR SUBGRADE 0 0 00 oho oft(CEMENT OR LIME STABILIZED) GEOTEXTLE N57 AGGREGATE, N8 AGGREGATE OR CRUSHED F GLASSMEETING NB GRADATION REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED, COM6NATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABLIMD. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHA L BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X WIN. (3 X DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PIPE )(W.T. 4" MOM. DIAMETER )(W.T. 6" NOM. DIAMETER SMOOTH WALL PVCI M I 10.153 SMOOTH WALL PE 1 1 70 PSI XXX 1 1 70 PSI AAA 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWWSE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SEE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) - INCHES 7. ILL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. NNN TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRANAGE STRUCTURE. �VDC3'r STANDARD COMBINATION UNDERDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REWSION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 r� IVL -UNITS OF PAY FOR TOP OF EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS I��' TRAVEL LAEs CENTER LINE SECTION 1_-€--Li_�------_�-- _ (WITH TYPE 1SELECT MATERIAL) ) I,N EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LIE ICALI►�I TOE OF FILL �-PAVEMENT SURFACE M BASE / 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PIPE -6-66.6.6-6.6.6-6.6.6-o--SELECT MATERIATYPEIORI PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN ,„ #57 AGGREGATE, N8 AGGREGATE OR CRUSHED GEOTEXRLE ,p GLASS MEETING #8 GRADATION REQUIREMENTS. DRAINAGE NON -PERFORATED OUTLET PIPE FABRC OR SURFACE & BASE TYPE OF PIPE CRUSHING STRENGTH i(W.T. " NOM. DIAMETER A(W,T. 6" MOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 1 1 70 PSI SONS( 70 PSI NNN 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE _ �- SELECT MATERIAL TYPE R OR SUBGRADE XWALL THICKNESS (MINI -INCHES 6-6.6 0-6 .6 0- .0-0�6•'0 0 (CEMENT OR LINE STABILIZED) XXX TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. N3] AGGREGATE, NN AGGREGATE OR CRUSHED GEOTEXRLE GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. to DESIRABLE) GRADE. BRIDGE 2 SUBBASE 3. ON CURB AND CUTTER SECRONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� NOAZIS 01" �T� THD 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PRE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATIONSTANDARD COMBINATION UNDERDRAIN XVDOT REFFERENCEERENCE ROAD AD BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 s01 701 VIRGINIA DEPARTMENT OF TRANSPORTATION DB.05 CG-6 NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PIN) FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SOWN N APPENDIX A OF R THE ROAD DESIGN MMUIL N THE SECTION ON GS URBAN STANDARDS. `D m • • YyT D D D D D A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION GATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION zD1.o3 A LJ A R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12B 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHRE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB 12" \ d d. 9 CONTINUE 21 B STONE BASE j FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING LO No Scale VDOT A-3 CONCRETE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21 -B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) CDENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2016 ROAD & BRIDGE STANDARDS NOTE: WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27.. FOR A WIDTH OF 5 FEET. CG-11 A� %%STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) in 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ IUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO OWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 CONFIGURATION. / (SEE - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - - - aDEWALK USED WITH THIS STANDARD. SIDEWALK (SEE NiaSIDEWALK - - NOTE5) UNPAVED SPACE 3, MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSIONEXPANSIONOMITTED IN THE ENTRANCE.) JOINT JOINT4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY E%GMAT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �cH� SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8%MAX. GRADE CHANGE ® _ _ - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A A OF THE VDOT ROAD MANUALINCLUDI GN IREMENTS. STOPPING SIGHT DISTANCE D KE VIALUE REO 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES �,���\ •n. i0 1":1' - CLASS A3 ,p- ,o •e. •e. •n. (H.E.S.) n , e • n. ' �• ' °' - - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD _<3 X 6 % LOW LESS THAN 500 VPD _<6% 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION XVDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS SWALLOWTAIL LANE CROSS SECTION CG-6 C%L � 1.5" SM-9.5A 22' 2 5' (PAVEMENT WIDTH) f 3% 1 _ _I_ 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 6' 3" BM-25.OA SIDEWALK (PLANTING STRIP) 47' PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PRIVATE ROAD CROSS SECTION No Scale 0.5' 6' (PLANTING STRIP) CG-2 5' SIDEV FLORA VIEW DRIVE (WHOLE LENGTH) SWEETBAY STREET (9+85.27 - 17+25 & 19+65 - 20+55.64) C%L 1.5" SM-9.5A CG-6 VARIES 20' MIN (PAVEMENT WIDTH) 2.5 t 2% TYPICAL (VARIES) SUBGRADE I „ NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale CG-2 2 IM-19.0A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) SWEETBAY STREET (17+25 - 19+65) HONEYBEE WAY (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f2% TYP COMPACTED SUBGRADE \_2" IM-19.0A 3" BM-25.OA r- PRIVATE & EMERGENCY ACCESS EASEMENTS�i NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-2 005' CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) RENEWAL ROAD (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) COMPACTED SUBGRADE NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale 2" IM-19.OA 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) 0.5' CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) ryan D. Cichocki Z H Lie. No. 53741 12/9/2022 �4 h/S'IONAL n E CI 0 (n U N Vi N C > E a E w Q UM o 3 0 LL wO `6 ^H V CARD z a - n Iy O Ce T C7(A N� EL O 3: p D< N w (n i 0 ry >m z O Fv C Ui N N n W M W � a � 00 W � H vi M O x LD 0 F 0 w LU W F U 0 < z 0 (n > 0 O DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. 1J T 06 O 1--i T\ V i U O > J_ W < Q W ' LLJ 2: C) co 1--i Q 06 LL W w O T� O Z 0 O O 2 O L JOB NO. 47036 SHEET NO. C1.1 WI 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS 10'-6 " x 4 METAL POST (TYP. CONC. x 6 METAL POSTS 12'-O" PAD 14'-O" 1 x 6 12 S7 HINGE OUTSIDE ELEVATION 3 SIDES VARIES VARIES 1 I IIIIIIIII N07E• ALL LUMBER SHALL BE PRESSURE 7REA7ED INSIDE ELEVA TION 3 SIDES DUMPSTER ENCLOSURE DETAILS N.T.S. NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING FINISHED 12" MIN (TYP.) 112 R (MAX.) 4p WWI �ti4�1.a�ea�Lc4 l 1 EXTERIOR STAIRS No Scale 1.5"ALUMINUI RAIL (TYP.) 12" (TYP.) 1 x 4^CAP OVER OUTSIDE GATE VIEW J I�AJ I CR YYfICCLJ INSIDE GA TE VIEW 12" MIN (TYP.) (TYP.) EXP. rJOINT IFINISHE FGRADE CONC. STONE 4 x 4 METAL POST UNLESS x I�OuOk"`rPLAN RWISE N07ED YP 1x 6 7RIMMER 3' � 1 x 6 SIDING 3'-0" 3 �i }^ 12" POST ELEVATION CC-3 REV. 9/I 201.02 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB PER 2% MAX. 18' 1 4„ VDOT SPEC. 8' 5' 8' 8' 8' TYPICAL VAN F ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAI No Scale SIGN SIGN AND POST DETAIL No Scale 1- 4" PAINTED STRIPE 91 (TYPICAL) :7x•I�l�_1:�99eNlq STD. U POST GALVANIZED POST TO BE DRIVEN D VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PAPoUKa P= ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. µ�1DyD�PB(�I.AWDLyT��Ypp���� ��y1DVA�PB(�J.AWAL�AT�Y��CC IUD - �JVII RIFE IMAM - $MO FIE AN TOW AWAY ZONE TOW AWAY ZOIE VACCEBBBL.E 6' ABOVE FINISHED GRADE ADA PARKING SIGNS No Scale p 2" R pp 3" 4.. %p.. .. T. R 'p, p p. p' SURFACE p p, • p, SEE Np' NOTE 4 �' • �•• �, o. e, �' BASE p, oo.'o SUBBASE 7" SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUC OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUS- IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREM FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD D MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 CG-7 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT rEM�NGYERS PROPOSED ASPHALT LAYERS SUBBASE------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1�/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) A MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MI A MINIMUM DEPTH OF 11i INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL BE THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-N LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECECATIONS. ROAD AND BRIDGE ASPHALT PAVEMENT WIDENING �RECFE�ATEN SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3u 30y02 VIRGINIA DEPARTMENT OF TRANSPORTATION TRANSITION BETWEEN PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHARE TO OfPIPEI I I I I I I / 9 SLOPE TO DRAIN TO INVERT SECTION A -A OF //�✓// METHOD OF TREATMENT IN DROP INLETS SHARING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS MOVE INVERT OF \ , SLOPE TO DRAIN TO INVERT TO OF STRUCTURE. j PIPE MANHOLE DROP INLET TO BE FORMED PAID CONSTRUCTED NACCORDANCEWITH I STANDARD OR SPECIAL DRAWING. S DETAILED THE INVERT OETNMIX HEREON IS TO CONSIST OF A TINVERTSH B MEAT N D CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR CLASS CI EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE CLASS UP TO YI INREER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE / SHALL BE LEFT SMOOTH BY MEANS OF HAD TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ° DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVWALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES XvmT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.08 I VRGNM DEPARTMENT OF TRANSPORTATION I THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REV. 9/I 201.04 2016 ROAD & BRIDGE STANDARDS NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO TIRE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10.OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 2•• 54 �V R 11" o n o n e 7" D D D = - - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 7" 2'-0" MIN. DEPTH OF 7" IS MAINTAINED COMBINATION 4" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSQORTATION 105 502 ryCichocki :e Lie. No. 53741 12/9/2022 0 S. ONAL E�O� P7 E CD 0 M U N N C > E a E w 3 w w Q LL 3 p LL 0 wO `6 ^H IJ CARD Z a _ - LE, Iy O Ce 0 Q,�y I- C7w a w v 30'x W o¢ W �LL Ln i c ry Z O Fvam c Uri V) 0 CIO ry W w W M � CDU-1 vi EL M 0 x c� 0 F 0 w w w 2 Q � a Z 0 V_T DATE > 912012022 0 DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE N.A. C6 O1 ' 1 TT� Vl O Q U7 j > W Waf Q cQc ' G W J co ' 1 Q 06 uj O W V)z I. O T< O Z 1� 0 0 O O 2 0 v JOB NO. 47036 SHEET NO. C1.2 L N' MIL G 36" .�. �4 1B MIN. j 37' MIN. MNGNUT LOCKING ASSEMBLY 1 TIN . � 1 NOTES 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NITS FIG. W-7B 4" DIAMETEF AND VALVE WATER ID-15 ON-LINE (TYPE „B") PLUG •^^"" THREADED COUPUNG PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED M DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME 51ZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 ID-19 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE IFRPOSSIBLERADE �F I,. p� SOLID CEMENT BLOCKS K CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 M-20 VARIES BOX TO METER BOX (SEE FIG. THRU W--7E). VARIES 2" COPPER WATER MAIN M.J. FITTING PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE. • REFERTOFIG.W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USEPIASTICSHEETINGAS PROTECTION FOR BOLTS. ' • USE 25M P.S.I. CONCRETE. 1 PIPE SLOT (2 PLACES) LARGE METER SERVICE LINE NTS FIG. W-6C M-12 [COVER UFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TDTD13 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 3'0' 318, 2' 3'1' S'0' 31 5' MIN. 4' 5' MIN. ia, MIN, TREATER THAN 4' PROPOSALS WILL BE SUBMITTED. i B i DOOR HINGES F­_ I I I I I I I I I I I I I I LIFT HANDLE TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' 1LUMINUM ACCESS 'HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- 'LLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2, TD nY (2701 18"-22' VALVE BOX 7 CU. FT. j�-'+ #68 STONE, 6" GATE VALVE 6" I 250E P.S.I. CONCRETE BASE AND THRUST il•��(�e BLOCK AGAINST �•��• UNDISTURBED STABLE SOIL. S.ILq PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. A THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 M-8 PLACE 5' GALVANIZED " VATNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT M HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ---� 1 � M.J. GATE VALVE WATERM.A E 2500 P.S.I.CONCRETE2x 2' BEARING AREATHRUST BLOCK NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE. TYPICAL GATE VALVE 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL Y TYPE 'K'--. SOFT COPPER 1'AS NOTE ND SWEATED BTTMGS DUAL SERVICE I' TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL W USED ON PVC PIPE. NTS FIG. W-5 ID-9 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND R"CATION SERMCES. I� 2' FL '1` COMPRESSION x 31e MAI£ PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHENE AN IRRIGATION METER IS NDT PROVIDED. CAST IRON uD FMIRED GRADE 36" MIN. POPPERSETTpt 1/8 am OUFLNIB-\ A� METER ORPORARON STOP!��'4,4:ii BRICK AS NECESSARY SAND OR DUST UNDER r4ix' gx':"'Tt ,.•'•i•1.;�,",I 4' MAMMR GRAIN PIPE, tr BOX AND SETTER (2-INCH DONS SITME POCKET, WOT MINIMUM THICKNESS) ... 4ini Y:,L4 SPEC. 203. NO 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FM W-6A - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND PIPE A B C D E F IV V-9 V-3 X-e' 1'-2 f-cr 1 Ile e" r_ s-0 2'-6' 1'-6 2'-B 1 1 4" 11 1/4' ur X- 3'-9 2'-6" 2'-0 S-0 2" 12' 3'- 4'-3' 3'-0' 2'-3" 3'-6' 2" 19' s-6 V-6 3'-T S-If 4'-B' 2 1/2" 4' - 6 V-B 3' -C 2'-6" 1' 11 V-W 1 I V e" X-C 4,-3' 7-B' 7-8" 3'-3" 2" 1/2' 16' r-3 W-D 3'-0'2'-Sr s-e 2' 12' 3'-BID 6'-3 3'-0 3'-6ID 4'-3 2' JW 5'-D 7'-8 3'-3' 4'-0 5'-6 2 7/Y 4" - W s-O" 6'-0 S-O" 3'-3" 3'-3' 2 1 4 6" s-6 W-B S-0' 3'-8' S-9" 2 1 4' 4S 10' V- r-e 3'-V IV 51- 2 Ile 1Y 1 Y-3 9'- S-3. 5'-o 5'-9" 2 I/2" te' e•- tt'- s-9^ s-D r-3' z Iff B `mu m = Ulm. r CKNESS 0 FILLET WELD STRAP = 1/4" ST U 1 4" THICK rPLLATE WASHEF 3" THREAD, iv 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS 0 12" IPE B CENTER Fos 2 ' BENDS & 12 CONCRETE C LASS "BID LARGER C CHART FOR UPPER SEC11ON VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A M-4 6" NOTE: RESTRAINED JOINT FITTINGS. Side New 42" Minimum r Qteel Beam, in. size) •--� 3' min. penetration Into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASTM A38 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYP) ALL -THREAD ROD a ^ WATER MAIN 3, VALVE VALVE ssa . 24" MIN UNDISTURBED EARTH PLAN +' ">' CRASS A-3 CONCRETE I. n'�:. MEGA -LUG MIN 4;! .+ 16" a MIN 8" ELEVATION UNDISTURBED " TRENCH 1 24" TAN ^WIDTH MIN W � 1 � SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NIS Fig. W-30 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY. VARIES �-lair-•-' 110111 1 5' 1 1 ._. 1 1 5'. 1 F WATER SEWER 3 0 rc � LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, EM) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 1X SEE PART 3, PARAGRAPH DI SEPARATIDN OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGilHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I UI INITIAL BACKFILL BEDDING 9 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4 STABLE 8" 5" E" e•' -OIL\ MIN. MIN. = MIN MIN. #68 STONE GRANULAR FILL AS APPROVED BY ACSA /� 'x:<`s-c:'-L<•,::_ __S5A I C� STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) W.M. FEE (X1.M. BEND L H 1T L H i 90 2.50 2.50 101 0.24 4" & 8• 45 ZOO 2.25 7 So 0.15 200 225 25D 0.15 221/2 1.50 200 2.52 0.1E 111/4 1.50 2.00 2.50 0.10 90 3.60 3.16 3.21 0.48 46 266 280 2.77 0.26 8" 221/2 1.66 2.15 2.69 0.13 3.16 2.91 2.66 0.32 111/4 1.66 216 287 0.13 90 4.83 3.83 3.42 0.83 10" & 12" '�` 3.33 3.58 2-95 0.43 3.83 4.00 283 Q52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE M THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NIS FIG. W-3 TD-3 yan D. Cichocki Z H Lie. No. 53741 12/9/2022' M E 0 rn u N Vi N C > E w a E > i LL tj o 3 U- w O m Ole Mu d U m Z w J4 -Iri O d (Ary N a zH �m K V7 U K Q O (n Q Un C) LL w LE Ln 2 U > LE) W F � ui Ln U)W O „1 cC U a � o -1 uc, I- O N W EL' a 0 0 2 I� (7 Q 0 j x � N W � O U 0 z N O U) DATE > 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N.A. • �J T IL C6 O 1� 0 U O > J_ W J cQ J W ,,����(( TI Q 06 LL U) LU O W Ln O Z 0 O O 3: JOB i O JOB NO. 47036 SHEET NO. C1.3 L O� SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE ^�111 AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS -- INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE NOTE, MIN, 60' DIAMETER MANHOLE o REQUIRED. 'Z TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ,� ryan D. Cichocki TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL c\f'YMmP DROP MANHOLE PVC CROSS 1 Z - Lie. No. 53741 ZgaU a BE CONNECTED USING A PIPE SADDLE. e USE SETAPPROVED FLEXIBLE RUBBER o5 rQ 12/9/2022 4' 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R �Q (1/4" PER FOOT 2 ' �� ��� o � 3000 PSI CONC. BASE �SSIONAL [� ROADWAY R. 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN ^ s, DIAMETER OF 4". GASKETOU Ala e STOP COUPLING ° BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o - 27- 1 CHANNEL 1/4" 1' MIN • • I OF 3 FEET. '..'' ,i.;y DROP PIPE .e PIPE STRAPS -•� �. ~- SALT TREATED (STAINLESS STEED o e SPACED EVERY !n„'+: _ 2' VERTICALLY ,: [N i, .' -� 1`') CD u A FINISHED GROUND MARKER • 90' RESTRAINED BEND '•�, {' *',"';'•" Y `\ • - BRANCH j p = PAVEMENT m SEWER INFLUENT 12 E E _ +.." • PIPE /J W LU 3 y ,•.. A_�MAIN ` I- W N U COATED STEEL BAND OR STAINLESS 42' MIN, • PIPE SEWER - \ q. 2" ¢ LL p LL n 0,25' MIN, THICKNESS STEEL CASING INSULATORS 42' MIN, FLAN Q W 0 f6 y STEEL CASING - I 112' BOTH ENDSFILL ten` _j V 00 Z PLUG END OF PROFILE7 IJ'I o Oi 0 N I z: MAIN LINE SERVICE LATERAL SECTI ON MIN, 6' BEDDING WITH NO. 68 STONE o_ (n N n' c0 Lu EL a 45V'O" 1. HEIGHT OFTHE VERTICAL DROP PIPE WILL BEDETERMINED BYTHE ACSA,BUT SHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION NOTE' Z f L- V v) 2'-D'I 7' OR B' 7' OR B' 2'-0' 2'-0' 12)FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO 3OJ a w O I I 1 T 2. VERTICAL DROP PIPE SHALL BESDR26P.V.C, SIZED THE SAME ASTHE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL oa �" Q UCTILE IRON PIPE I� 18' OR 20' JOINT OF DS, THE DROP FITTING WITH STANDARD GASKETJOINT. W BE CORED AND A FLEXIBLE = c ry z h ESTRAINED JOINTS) f 1 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONNECTION BOOT = v > Q O W STAINLESSSTEEL = INSTALLED O u; U) j NOTE 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK. ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF10! Q ry PAVEMENT, WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT w Lu O 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. cl�d u 3, MIDDLE SPACER SHALL HE PLACED AT THE CENTERPIDNT OF PIPE JOINT. PLAN S.DROPCONNECTIONDISCHARGEFITTINGSHALLBEORIENTEDAT45DEGREES,INTDTHEFLOW. TYPICAL MANHOLE PLAN UJI CDI- Z 6.VERTICALDROPPIPESHALLBEINSTALLEDAT90DEGREESFROMTHEACCESSSTEPS.CD WATER VARIES 7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE I➢" OU Oft 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - IN TYPICAL STEEL SLEEVE INSTALLATION TWO 8" DIAMETER DROP CONNECTIONS. UNDER ROADWAYS R N 0 W a SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS p N.T.S O N.T.S. S T N... FIG. W-10 FIG. S-I-B (_') Q FIG. S-2 FIG. S-1-C2 O 0 TD-33 1D-30 TD-27 F rN LU F O N Q \ N FRAME & COVER kE E z 0 DATE r E FRAME & COVER (SEE FIG. S-I-DIE) in REMAINING BACKFlLL SHALL` >mE m SEE FIG. S-I-D, E R NoME R 912012022 NOT CONTAIN ROCK MATERIAL LARGER g J pp / PASVE➢FAREA / NONEEPAVEDFAREA p } DRAWN BY 36"MIN THAN 5" IN ANY ``3 SLOPED AREA '":��':;4.�..,^r„. SLOPED AREA -'� DIMENSION I E8 �S*F_9 -,._:;e;ii,P.Cz�_; MI INTIAL BACKFILL* vG1 2-pRUBBER COATED STEEL STEPS24 -D" MAx a CAST IN PLACE 1'-0" MAX M.DENHARD B"MIN 011 LIFTS) ,� EMBEDMENT THOROUGHLY COMPACTED PRECAST REINFORCED CONCRETESPRING DESIGNED BY LINE BYHANDOR APPROVED OF PIPE MECHANICAL TAMPER EsE $ EG o �o F M E,,, • u °E" �"N sEcnoNs mTH "o" RING SEALS eOR APPROVED EQUAL STEEL M.DENHARD N0. 68 STONE _ _ HAUNCHING �$ v3 - Y-O" MIN RUBBER COATED STEPS CAST IN PLACE 3'-0" MIN0� BEDDING 6" max min u x ao \� o5" THE DROP CONNECTION SHALL BE o DUCTILE IRON PIPE (CLASS 50� BACKnLUED IN 6" LAYERS PRECAST REINFORCED �.4" It - CHECKED BY OUNDATION (SHALL BE REQUIRED WHEN SOIL s E E_ECONDITIONS COMPACTED BY HA DTAM µERDs oR 1� BACKFlLLED m7H SELF -COMPACTING CONCRETE SECTIONS 12" MIN "0" RING SEALS • 16"MAX • • 8. CICHOCKI SCALE ARE UNSTABLEcm 1eTMAx STONE. MINIMUM ELEVATION • DIFFERENCE ACROSS M.H. 5" 4'-0" ALL PIPE) S. T " :-N)IU- „E �E �E MINIMUM ELEVATION DIFFERENCE 1YMIN 12"MIN FROM INLET TO OUTLET my .' ACROSS M.H. FROM INLET TO VARI 4 OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. VARIES • CONCRETE '�' .' A flLLETED INVERT FOR A SMOOTH DEPTH OF FLOW CHANNEL TO BEFILLETS " • G TRANSITION OF FLOW BETWEEN 3/4 DIAMETER OF : NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O ;• INLET & OULET PIPE SHALL BE • i�'G PROVIDED. 12 ; 6: i"• :....> �•, �' CONTRIBUTING .a SEWER. TT �••• 12" • J BACKFILLED ENTIRELY WITH NO. 21A FT r A FILLETED INVERT FORA SM00 •',s': STONE. DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z 3/4 DIA of LARGESTTRANSITION PIPE IN MANHOLE OF FLOW BETWEEN2.FOR INLET & OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' o E E $ ro E o f3.WHERE MIN. 6" BEDDING NTH NO. 68 STONE PROVIDED. MIN. 6" BEDDING , *Nr, NOTES: NOTE : W/ NO. 68 STONE W ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 1._6 mPiL w BEDDING OF NO. 68 STONE' R 8" �" 25 a 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE ff SPECIFICALLY DETERMINED TE THE CONSULTANT M FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O O O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE DESIGN ON SEWERS NTH STEEP SLOPES. INSIDE AND OUT. \ TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH TIE-IN N.T.S FIGB-I-D 0 /1 NITS N.T.S V 1 FIG. S-3 NTS FIG. S-I-A TD-31 FIG S-I-C � ( , V 7D-34 1T1-28 1D-25 O (� PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE Q - " WITH PART V, SECTION G OF THESE SPECIFICATIONS i J �.. LL J �l SLOPED AREA RUBBER COATED STEEL].. STEPS :.: � ' •'` CAST IN PLACE FRAME & COVER .,,`.•.'- ' •' e • 4 + Q LLI fs) 1. Osmm) uA Raa 1 th- au tt Y (eD,n.n) o" 27 1/2' DN 0 Bur a'/ae [899mm] """] ze 1/4. OW 7• SEE FIG. S-I-D, E PRECAST REINFORCED CONCRETE SET DOGHOUSE RASE '• +,; : ON CONCRETE BLOCKS ; SEWER PIPE SANITARY G ' LU CO Q I� [414 �11 I SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 'e . ; DOGHOUSE OPENING SHALL '•' ' BE PREFORMED BY ° ' •"" • MIN. 12" CLEARANCE ,' + • BETWEEN EXISTING PIPE MANUFACRER OR "• •'Y ' AND STONE BEDDING'"SAW CUT FITAT PIPE ' •'* ;e: '' -ne � Q LL/� ,,,�( 06 87/16"OR za >/1 B• DN B/6' b22mm7 [tann0 A FITTING MAY BE REQUIRED IA OUTSIDE DIAMATER •". • PLUS B". ta" THICK VDOT Z W 0 o GIB• Dw a 26' p� NTH ACSA APPROVAL No. 68 STONE BEDDING O [914mm] [660mm FRAME SECTION 13/tt)' r [SBmm] a SOLD CO AND 4" LOCK" • SOLID CONCRETE BLOCKS � O 0 Z [20mm� l 2'(slmm)uT1o1S Ooc=D ,CLAM) THE DROP CONNECTION SHALL BE N-O" MIN ,•• DUCTILE IRON PIPE (CLASS 50) CENTER W/RISIOR WALL (4 EACH) DOGHOUSE MANHOLE BASE � BACKFlLLED IN 6" YETIS AND Lamm] NI A 31/e' t/Y- I c>P• �}- I [79mm] [)�:�D,]'I 22 13/18 � COMPACTED BY HAND TAMPERS OR j e 5" S�EILLED WITH SELF -COMPACTING il,nnnnnn nnnn nnnnnmiinnnn,i,nnn,nninunnn nnn nnnn,u„„i,ninuiuninnni FILL DOGHOUSE OPENING 2 1/6' 3 13/IB" �► [97mm] [i723'B] Jam_ 16" MAX MANHOLE ABOVE BASE SHALL BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE 0 1t/18' 13ro* [63Smm] [�mI 9/16- O.D. OF GKT GROOVE MINIMUM ELEVATION DIFFERENCE p ACROSS M.H. FROM INLET TO 5" a ON FIGURE S-1-A WITH 3000 PSI CONCRETE OR NON -SHRINKING GROUT Q [77mm] cut DOLT [14mm] SECTION VIEW 1/4' (6mm) DIA .. ,e OUTLET SHALL BE 0.20 FEET s...DLr NEOPRENE GASKE( DEua (2) wslB 1/15 X 3/8 X t 1/2 120MIN 12"MIN A FILLETED INVERT FOR A SMOOTH VARIE '. 4 TRANSITION OF FLOW BETWEEN O S R (z) cDREo 1800, t Ste" RUBBER PART# DO IM E W PDXeaes CSmm (2) BLT Roc s/e-11xs t/z ss 2400' Iatmm vAmY •, INLET & DULET PIPE SHALL BE ,,e PROVIDED. ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH Wt 5/8so 1/2' ID PLAN VIEW 1 i/B' (2gmm) Du BOSS 16mm 113m OLl 1nANlF55 STEEL ROD PAARTYc"OOgB1Ji6 130 $ G __ FITTING DIMENSION VARIES WITH SLOPE. A JA OF S BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCNRE BEFORE FILLING THE OPENING • O PICKEiAR sIACIQUG HOLE DETAIL NW NX NOTES: P fY BD9812B�1 11 2R NNIf " t•.Q 12 �. ; C': i "• ..� , e +.. A' NEOPRENE SECURED BY 2 NON - CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1. ALL MANHDEEB SITNM 100 YEAR FIAODPWN OR LDGATEO IN AREDS SUBJECT R1 FL000INB SHALL NA\E MATFRIIGHT FRAME & COVER M NUT HX " S/8-11 IN 3. ALTERNATIVECONSIDERED. WERS SHADESIGN B Fl XSD TOAFRAMES MINWLOOCMNG UE6 0 ASSEMBLY. PARE# D09B122B 3/4 CIA OF LARGEST PIPE IN MANHOLE TMaMIN. 12" MIN. CAST -IN PLACE TYPICAL WATERTIGHT Wont) PAml/ ODUJIG 1IMN 3,000 PSI CONCRETE BASE LOCK LUG ASSEMBLY MANHOLE FRAME &COVER 8" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIO SHE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE „„„„„„„„ „ „ I....t .......................III.,.,..,,III,.............I..,....... , , ,,,,,,....„...„ NOTES; 1 TD-32 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING O 3. ALL JOINTS, LIFT HOLES TA INLETS, OUTLETS TO BE SLED & GROUTED PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" ' ^ UJ OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE HOB No. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-CI FIG. S-1-Al SHEET NO. C1.4 m-29 TD-26 L L s - — r — P J-lo X, eK BLOCK 1 \ e BLOCK \. I I I 1 1� v� y Ha aa= e ®`®_\ , �d BLOCK 2 .. BLOCK 10 Fo 02 2� 02 m 0 1 1 1 ®® ROgQ_� - �® G? d I ® J d d r d 1 1 f r r IL r d w I , s d l - BLOCK 11 BLOCK 9 J-41 P-6 - -. H-5 J_6 -` --- H-4 �r +�' ddddrs d t � _sad Mdayop I 1 x J-5 —p Li \ r `--- --- `` Nor _ -sirr n BLOCK 8 I �` ggp ��! ✓ H 6 Li I o i L10 ri l r° ✓ 01 000 A�Q� p I I J-12 I I P-zo—"� q I r l BLOCK 6 d/ \\' BLOCK 4 14 I` IN N d a Q min N� y° Q,2 9-23 J-141,fin. 7 WHp{2TON' r -a I V J-15 V� / O BRUC6 If. SMCKIM JR. _Z Uc. No. 656612 o^ 12/17/2021�w�� M p_ O O � U N N N = Q O � W r F u m 3 a LL o a t p wO `mom G U w Z M O z k a U oe =W O S y N Z O Fu< c '^ 0 N 1* M 7 Yk ti F� ~ Z Z �g O 0 Be 00 < C� u a C� W N Z O ry DATE n M 10130119 0 DRAWN BY S. HARVEY • DESIGNED BY ® S. HARVEY ® CHECKED BY ® B. S7RICKLAP I p ' 0 SCALE N.T.S. 11 1 </ O �v 9 �► ; ��� U I • ale ` ui 9 7 % f ` �r I 11 \�'�— P 1 \\ III; } %1 L/re d �J I Vv g Fl h \ % 11 5 I I W Z a \ \\ <\ G w / \ 1Lu J `o % W s 0 1 r v FUTURE RESIDENTIAL UNITS �r r 100, / w O w o // / 0 a ,` a / 9 ^® PIPE LEGEND \/ ♦ / IOB rvo. \ ♦ / NEW PIPE 40919 ' / ° c ® / \ {� / \ / EXISTING PIPE SHEET NO. c C9.0 t f yan D. Cichocki ' e be. No. 53741 12/g/2022 SIllnrnT W Q DATE 9/20/2022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. 06 O T� V , U O / Lu Q J (Y 0 cQc ' G W a 0 rl J o LL W r LLI o U O O 2 O L PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. JOB NO. 47036 SHEET NO. C1.5 L L b E 13 g 0 Y DESIGN CRITERIA • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12119/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. ROW DEMAND CRITERIA • •• AVERAGE DAILY DEMANDS: RESIDENTIAL UNITS: ••• FLOW FACTOR = 270 GPD I UNIT .•• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND ei 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK • : BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK3: •• RESIDENTIAL UNITS ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 •• BLOCK4: ••• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 •• BLOCK 5: ••• RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 BLOCK 6: ... RESIDENTIAL UNITS = 6 AVERAGE DAILY DEMAND = 1,13 GPM AT J-11 •:.• BLOCK7: RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1,13 GPM AT J-14 • :.• BLOCK 8: ... RESIDENTIAL UNITS ei 5 AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 .• BLOCKS 9-11: • ::•• MID ISE FLOW FACTOR APARTMENTS270 GPD / UNIT •••• TOTAL DEMAND ei 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND ei 12.94 GPM ••• TOWNHOMES ei 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT 41041 TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS •••• DAILYAVERAGE STUDIO APART ENTS DEMAND 00 GPM • 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND ee 8,640 GPD .••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD .••• DURATION = 24 HOURS •.. AVERAGE •.. AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY 05.66 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 •• BLOCK 12: ••• ONE BEDROOM RESIDENTIAL UNITS ei 15 •••• FLOW FACTOR = 270 GPD / UNIT see* TOTAL DEMAND ei 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 ••.• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 ••• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS ••ADAILY 5000 SF AND = 6.94 GPM AT J-2 ••• RETAIL SPACE 141 FLOW FACTOR = 250 GPD / 1,000 SF sil TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 ••• PHA LEASING AND COMMUNITY SPACE = 3,200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPO •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND ei 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS •a• UNITS = 250 a•e AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 +•+ AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND FeAVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 • ISO DEMAND ee 2,500 GPM •• 1,250 GPM EACH AT H-2 AND H-3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION. THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLOW TEST Test Date. 12/19/2019 Test Time 100( 'llli Static Pressure 62 PSI I aft, Residual Pressure: 59 PSI � ` 045¢rvetl Flow_ 1313 GPM 1 Note. Flow lest results were provided so by Alpemad¢Ceunry Service Authorlry. ^s 40 30 -Observed Flow ® - -Projected Flow q 20 DISCLAIMER: The flow test results are based upon Information gathered at the time the test was performed.The 10 variab'Ily of the water system due to changes in usage, demand and operating conditions Fred idles guarantee that expectations regard' gava'lable pressures and flows will be exacting Projected flow onrond the observed Dow is only an estimation. ® 1,000 2,000 3,000 4,000 5,000 6,000 Nowlonll "- 1301 "' egend ,� ( 1� s- own°,°Xro �; , Xo, In seMce. <CSL no,IM \ % No1,n 5°rvle•, M-ur Own ri ,� T�N°3' ♦ mservme P,IvaR o.,w,°n�p In is-- RCSP 0.'neE Static Resi0ual Hydrant Ha acs4 r,,. rye i 41 "insiss Wale, main tiIIN Type 2031 203 e.udewn., Paw of D if 1. FII 1111I r ai 203 .sue c, 3 �� A2• _ 12 I a o E�GOMM�OR JA = d s' 4P / eeos / W�, j° m ` �\ j� �� �' O , `+, Ya �� p41 �6• - _ - a m w.aw:�e Allionrle .,,,.nu rawryun smnwaxvaeawi�ewyed u,mum =��=, .e�_...>�wM�w.•.�a Service Authority _•gym w tmm+CN°z'.vtrwx. n�+maa4•'•w,..wm s - - �> aRm�"la.a seawnaawwl. :» ae. ccm bws•r..�w.,s FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 HA H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 453.2 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66.9. 662 65.4 66.7 76.3 787 82.2 86.5 877 89.3 91.0 87.8 86.1 80.6 78.5 81.2 83.0 62.0 664 65.9 72.9 79.2 84.2 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61,9 66.3 65.8 72.7 79.0 64.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 Ell 86.9 88.4 90.1 86.9 85.2 79.7 7T6 80.3 82.2 61.7 66.0 65.5 72A 78.5 83A 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82.4 84.8 89.0 65.5 80.3 80.6 PHD + ISO DEMAND 48.9 450 1 39.8 41.0 50A 52.3 55.7 59.9 61.0 62.6 64.3 61.0 59.4 53.8 5t7 54.4 56.3 1 48.0 45.9 40.0 46.9 52.8 5T6 60.0 64.2 60.1 55.6 55.9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO H-1 I H-2 H-3 H4 H-5 1 H-6 1 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 1 500.0 1 489.8 1 490.9 1 474.7 1 460.2 1 448.5 1 442.8 433.0 1 441.1 1 453.0 1 452.3 AVAILABLE FIRE FLOW 1 4,943 1 4,099 1 2,918 1 2,296 1 1,991 1 1,707 1 1,608 1,563 1 1,550 1 1,531 1 1,554 AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MNIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. ISO FIRE FLOW CALCULATIONS 8- UNITTOWNHOUSE- KENRIDGE MODEL 1,000 8-UNITTOWNHOSUE-ASHTON 1,000 CONDO BUILDING 1,500 PIPE REPORT LABEL LENGTH (FT) DIA (INN P-1 409 12 P-2 246 12 P-3 30 12 P4 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 8 ] P-12 165 8 P-13 183 P-15 80 '8 P-16 142 8 P-17 1581 8 P-18 55 8 P-19 159 8 J P-20 14 8 P-21 64 8 P-22 182 8 P-23 a5 8 P-24 124 8 P-25 164 8 P-26 87 P-27 24P-28 1881 299 Hydrant Flow AbigommicbCoMy Da[eofRepon Service p"17 II/20/2019 Test Report .s„ Location OLD LYNCHBDRG in0 Dateand Timeof Test 12/1912019 SO:OO:OOAMas .°� • ° A ® ra "x GQ�v d ®� ®dX Minutes of Flow 2 m® an aNPA n ® e •® �Ue�ti 6•d 6 tl�poil"ca Pipe Size (inches) 12 5" = y` a� �p e • e eBOo m® o e a mo® -s is Pressure Hydrant 12032 s e® s&m. 0 °® Sao Static Pressure (Fell 621 m' a a$ P m ®v®®g t'� pa v °tea w©am ®fie Residual Pressure (psi) 59'- a� Q20Looped I 020Multiplelnline Hydrants Q20 Single Flow Sprinkler Test Single Flow .P skirl Flow Hydrant p3 12030 Wtot Pressure Nl (psi) tit Yellow 1 VI Test Flow 1 ® a 1313 � is re pi s Yellow 2 Test flow 2 Flow Hydrant N2 Pitot Pressure (psi) d 0 Flow Hydrant N3 Pitot Pressure N3(psi) Yellow Test Flow I9r 0:. ip it " Total Estimated Flow (gpm) 1313 °o®l 1�® nu® ada �®®a -• AWWAQ20Ulbolatsn(gpm) uaag ° . a�•g®a �_ ..w.,�.ram.auiauxann.mr"„m.aoom�on.n. me+mmum oral ", °o ago pa. od°®"•�so Comments Hydrants opened all the way. One pump running at Mosby Mountain pump station. o ® 0 r „wn. muepixrclve exmn„d , ryr ule n,pNtlMnM . Wb ,y ® p v. m X®® n z s J `,C ° e Estimated Consumption (Sal) 2626 'nn - ,n- w. P m® 14 fe 101 Wd[P'dunll u g 9 o G ai Signature of Tezter�, 11 ` e e ago ver © ". ; p , e rg sm2. g n ®o B ae m 6 ��® �n°bY dL�li Wq,� i2' ® cL° B°1 e5 _'G I1s n F•, fie® ©6°e N B'B0 ® g o- o y s a a v eeas ua , N a i0 £'xG 6 r6 Iel tiPi"u p Ueli c�Daa V • Ise L mFJ ® a 0 a m S e O e• = d ° u e L o o m d a o o BRUCE I STRICKLM dR lip. No. 056612 ion 92�17�2021� rn E m C, ro� N C E W O E ei .5 V Fu"s x� o LL C 6v OLM ,Q J U W W J - 1 H N N Z W vPn 30'nx LL 04 '� 2IJ >N F a C N 0 N ro yv a� P Cb J Z a J U Ln Z 0 Ln W H a 0 ry DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY SCALE N.T.S. J �� I--1 Z) w W L o I P n W J > Q ^ LL w J z se O < U t T: TL J LU J .o wm Q o > O s W z o m Q O } W U c $ G c LL1 E Q O > ¢ m by O W z H Q O C ii 2 3 m U D L JOB NO. 40919 SHEET NO, C9.1 yan D. Cichocki be. No. 53741 12/9/2022 Z 0 Of U In w 0 In Of w H DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. l� C6 O V � i U O � W LU 0� C) Q ' L w m O rl aUL J O LL (U�U W Ll / LL QO U LL 2 0 O O O V/ L JOB NO. 47036 SHEET NO. C1.6 TH OF � ryan D. Cichocki 'Z U lie. No. 53741 12 12 PRE-ENGINEERED WOOD ROOF TRUSSES BY ROOFTRUSSES A 4' 12/9/2022 +f1O MEAN ROOF HEIGHT ] � �] MANUFACTURER ®24' O.C. 1S �SSIONAL o E INSULATION SEE SPECS HEEL HEIGHT u N ^1 c EAVE P FIR T — - — - — - - — - — - — - — > E HEIGHT WINDOW H.H._ _____ ---------� ______ __ ___—___—__ E ILL F-W 3 UU. N �i Q U. oLu p o - o BEDROOM 3 CL. BATH MASTER W.I.C. MASTER BATH � V co o Z to ILL rn O C7w � w r a (n SECOND FLOOR -_--_-_-_--_ O x (n Lu O M TOP OFPLA_TE Q 0 U WINDOW H.H. ___—_—___ _—___—___ kO Fva� Lf�c� �_ W Ij 0 tV i N i C h cl� O KITCHEN DINING FAMILY ROOM wzo U io FIRST FLOOR _____ O FD N M N TOP OF PLATE _____ : 9 O Q Q O_ WINDOW H.H.__—_—_—_ _ _ F 19 8" w LU N O U F N °' m GARAGE MECH. CL. STUDY / OPT. " Z p ON BEDROOM o (1) DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: j 4" GONG SLAB ON GRADE W/6"X6" #1.4/1.4 ON 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL 9/20/2022 TOP OF SLAB SLOPE: tI R"_I FOOT _ _ _ _ _ _—� O DRAWN BY 3%sloe=9° GONG. FTNG.(SEE STRUCTURE) } 0 POLYETHYLENEP CONIC. 6 MI W16X6x 1 Ax1 A 4" PERF. DRAIN TILE W W.F ON 6MIL. POLYETHYLENE M. DENHARD ZS"•D" VAPOR BARRIER ON 4" CRUSHEO STONE • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N.A. 12 PRE-ENGINEERED WOOD /'l 7 ROOF TRUSSES BY W MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. O INSULATION SEE SPECS HEEL HEIGHT V W HEIGHT -- - -- 0 WINDOW H.H. 0 2 m U z BEDROOM 3 CL. BATH W.I.C. MASTER BEDROOM >0 O > SECONDFLOOR W J I TOP OF PLATE ' wWINDOW H.H. - - - - - - - - - - - - - < ' W Z o q m 0 m Q Z m KITCHEN GREAT ROOM o Q m N r [� Lu Q o LLJ n FIRST FLOOR c°'v ry TOP OF PLATE 7 0 Q O GARAGE m MECH. REC. ROOM O TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: 4" CONC SLAB ON GRADE W16"X6" #1.4/1.4 ON \ 5 6 MIL POLY VAPOR BARRIER ON 4' GRAVEL FILL CONCRETE FOUNDATION TOP OF SLAB FI OeF�1/R"!FOOT WALL (SEE STRUCTURE) _ 3% slope = 9' _ CONIC. FTNG.(SEE STRUCTURE) rn 4° PERF. DRAIN TILE a" coNc. SLAB w/sxsxwl.ax1.4 25'-0" VAPOR BARRIER ONL4ECRUSHED STONE O JOB NO. BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. 47036 SHEET NO. C1.7 L BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. v vf� ryCichocki Z Lie. No. 53741 12/9/2022 /& ;TONAL M E O O O U N � N C Q O > E v E w 3 w w Q LL o 3 p LL — wO `mom ¢ j U OMo Z o — n .. O rn a w 30'x VOi o a w 6LL Ln i c ry Z O m > c U) N W N W M � 00 J O W M O 2 0 O F p W W_ W 2 Q U 0 Q Z O DATE 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N.A. 06 0 Y / w U � J' a 0o W J Q U7 ' Z W 0] O Q LL LU O W J O w U z C �_ 0 7D 0 0° 2 �0^, v JOB NO. 47036 SHEET NO. C1.8 L LEGEND ` ` � � LEGEND � \O STEEP SLOPES -MANAGED REMOVE EXISTING VEGETATION STEEP SLOPES -PRESERVED MILL &OVERLAY EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR EXISTING EDGE OF PAVEMENT _ _ EX. EP_ _ ° EX. C&G EXISTING CURB AND GUTTER - — — - l / / / PROPOSED CURB AND GUTTER CG-6 \ \ \ l \ \ \ ) /, i / % / /// �// , / / // ✓ / / / / / / / / / / / / , / / /! 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Cichocki 'Z Lic. No. 53741 � 12/9/2022 2&&Ir)>tnT ��� m E 0 Ms N N c > E w v E LL T, 3 0 w O w 0 ml, a-iVQM J -m d i 00 N wi L7 F v W N V Z' 30V) g cc e- 0 a = v U) N = U > .1 F Q c m ,-1 ry W M o_ v u J- ui u Z) F 0 w 2 U a z O U) 0' O Z O a V (n w 0 z O N (1J a F a DATE 912012022 DRAWN BY M.DENHARD DESIGNED BY M. DENHARD CHECKED BY e. (ICHOCKI SCALE 1"=100' T 66 O 0) U J O ; /!0- W -IC-I V Q Z w U) co J J T I ^^ LL 0- Vu O �: -J// � L 1� 111 CL O 0 O O (O V / IOB NO. 47036 SHEET rN�O. CG.G c m 2 c 8 n 2- n c w a = m c w = m m t O d 3 . 85 vX H0 .Z 20 162 c 2 mw v , H 0. 0 Oc o e1 3 w Z m C) a 2 d o5 O LE Q § 0 v2 .Z Y c 0. 016 , c - U E.2 U 06 a c �a 0 :2 1 0 N CO N N " U c 2 N c U m U n o m 0 v= L B/SCUITRUN \ ■ 30'(MIN.) __------------- 0 � \ � � ■ TRAIL BUFFER — TH O� CENTERLINE , o ■ — — — — — — — i° WPO BUFFER \� \ � � ■ oo—o��\ f \\ / ■ GP 'GP 00 --------- --IoGP ---------'! ryan D. Cichocki Z ° 1 / T-)(sue Lie. 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AT N 1400 SF 8' \ 4' X 8' CONCRETE PAD 1� 2 SF 16� SE— PAD FOR ) TGRQO 11� 0 \ CLUSTE MAILBOX / +i \ FOR (1) 16 DOOR 0 0 / / / / M WER LOT 73 �� 0 LOST 10 \ \ y. CLUSTER MA I LOT 26 o ° / / / / / 1400 SF /. ' ' • 2274 SF\\ .; '`�\ DOOR C UST R MAILBO J 5 2'I'S4 o 0. cb °0° ap� / / / // / / 9��� 5'17' COORDI WITH USP I I ' t-------------- LOT 72 / . y / T S `1 - a 0 00 1400 SF• / � � • 5' SETBACK 1752 SF / / >a ; e o / / / 5' SETBACK UC R �• ' .% / / / I ° MODIFIED CG-3 CURB. 1" HEIGHT < / . f 8" CLASS 53 p / / / \ \w, LOT 71 6 TH - zz' \ ALONG DRIVEWAY ENTRANCES. ° o / / o DUCTILE IRON/ T o a� / / / / \ 1901 SF R15' WATERMA1N� LOT 1' TRANSITIONS EITHER SIDE. V , / • / TYPICAL ALONG SOUTH AND EAST LOT 6 � 62 SIDE OF SWEETBAY STREET. TEE MAX.25'SETBACK Z STOP A \ 9.0$ 2161 SF/ Q OADIAA 3TCOMBINE W v J A SEWF�R 5 MODIFIED CG-3 CURB. 1" HEIGHT a ANSE AyER ALONG DRIVEWAY ENTRANCES. w O > Ln m w W 1' TRANSITIONS EITHER SIDE. N ' • , 9 y � TYPICAL ALONG SOUTH AND EAST v v � SIDE OF SWEETBAY STREET. v < / / \ TR9WL B FFER LOT 5 �•. \ 9' m IJ—I 2190 SF SAN 1� ¢ �— / 'NO PAR KNVG \ FH p FIR/FiANE" 9.84' \ S N W 06 SIGNS 6" GV / .'.j!f•1'' \'. NOTES: �f) / 6" DIPLOT 4 / / \ \ , A ° 1. MAILBOX LOCATIONS TO BR COORDINATED O 1604 ,5F / �'• 25 g8 N \ \ \ \ 2. WITH REFER THE PLAN SHEETS C4.9 - C4.11 -LOT & POST MASTER. < U 0 22' /STOP AND 6 MANHOLE02200 UNDER SOUTTHHWOOD 8" CLASS 52 \ \ EASEMENT PLAN FOR INFORMATION ON / ROAD N O VILLAGE 1 DUCTILE IRON \ \ PROPOSED EASEMENTS. SIGN (1YP.) ? (� v C SDP202000048 �YYATERMAIN \ \ 3. ALL WATER/SEWER SERVICES CANNOT BE JJ 6" G / / for / \ \ ESTABLISHED IN BLOCKS 9-11 UNTIL THE Q / 5,TH - 22' �, ' \J MILL D OVERLAY \ VILLAGE 1 INFRASTRUCTURE IS INSTALLED, FHA LOT 3/ \ \ti 8" WATER MAIN IN AC O CE / LOT 2 16 SF O� \v� PROPOSED UNDER/ \ j \ TESTED, AND ACCEPTED. O 17.5' PRESCRIPTIVE 1640/4F 2 � �p SOUTHWOOD V T�SFD\ 2 \ \ \ A HANDRAIL, AS SHOWN ON SHEET C1.2. 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE C / EASEMENT 20' \ \ O VILLAGE 1 / O (TYP) / ETBACK \ pPQ` a�SDP202000048 \I \ \ �/ \ \ I 5. TOP OF FOOTERS FOR DECK COLUMNS 1gi7';�, SHALL BE SET A MIN. OF 2' BELOW THE OPO �E� �& / \ \ INVERT OF THE STORM PIPE. / 19.0 -924111. LOT 1 �� J�0 NO PARKINC-ryO 61 v / \ 5.25' \' 2129 SF/ SIGN �0 5�Q // 8"X8" TqB F / �� «• PO 11 J / INT 10 5' a MODIFIED CG-3 CURB. 1" LEGEND \ \ / \ GA GE( ) HEIGHT ALONG DRIVEWAY CONCRETE SIDEWALK — O } \ 4" FOUNDATION DRAIN TO 7 0 ENTRANCES. / DAYLIGHT 1 7\ 1' TRANSITIONS EITHER SIDE. j / / HEAVY DUTY CONCRETE �+ \\ TYPICAL ALONG SOUTH AND / EAST SIDE OF SWEETBAY / � � / � LIGHT DUTY ASPHALT — \ 5.25' v. STREET. HEAVY DUTY ASPHALT PO93 Joe No. 47036 CLASS B TYPE II TRAIL SCALE 1"=20' SHEET \ \ 11 1 �I C4 RUBBE R I KEY PLAN o 20' 40' C4.0 L LEGEND OLD LYNCHBURG ROAD I I NOTES: o I I STATE ROUTE 631 1. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST `' i � l-VIVVRCIC JIVCVVF1Lf� HEAVY DUTY CONCRETE ell LIGHT DUTY ASPHALT cki HEAVY DUTY ASPHALT lie. No. 53741 2/9/2022 hocki 74 •CLASS B TYPE 11 TRAILRUBBER A �11 73 KEY PLAN E IM /..� - • \\\\\\�\ CC �— ►y♦♦♦♦♦♦�♦♦ �' 1 O LL wo Lu ui Ln ------ - - - - --------�i♦♦♦♦♦♦♦♦�♦�♦►► - pill/ / 1 • 1 I ,e�eeeeeeeeee ' 1 _��Io ® �� ��u♦ee♦ee �e �e♦fie♦fie♦♦e♦ I _j % i • r, i / / - FIRE LANE"• 1 . FLORA . - `�` i.l ♦ ♦ ♦ ♦ ♦ ♦ ♦ s, 'O 'GI/%jjjj. . �jjI�;.".p�,;f .... :, .1% 1 100 TEE • .. e�. e♦ a♦tee♦ ♦♦ ♦♦ ♦♦ ♦♦ IP� i . ��� . _... 71I • j ee ee.A�V yr�♦fie ♦,�♦`e�`■�Ik 14 -AD FOR (1) 16 DOOR CLUSTER MAILBOX e♦♦e♦♦e♦ eeeeeeeeee, ` /■■■■■■■■ ._......... I 1 •1 64������ ��� r , �I� • ��♦♦♦ ♦ ♦. 1LOTI 58 1�i LOT 23•♦.e:.!:�` ® Ali►���� 1 „ . • 2237 SF III► liii_ _;.�II� INTERIOR DATE INS 485 SF�o,'I ►'� "== `-'��= _`�mill Q • , , ® 1MODIFIED lcc�.l cif' 1912012022 •all F_ VTRANSITIONS m M.DENHARD A FF 5- SETIAACK EITHER SIDE. It I_ wommut I I I i I — — DESIGNED BY —m—MOMMEEll ilk, SEWER Al I WATER CHECKED BY 1 '1,3 .1 F i F mob, alai 1384 SF ME B. CICHOCKI SCALE OPEN EIS , yon ` 1319 SF VII.1314 SF I FIREAME . 1 I VIA 1 - _ • •• WON —� —� � • � 1 � � vv �� boo• �� • will J .. 1 e �� _ �� • . • • . 1 1600 SF 4 STOP AND1 1 lie �. ® •LOT • ' SF LL lie �1 ' 111311011011110 Lu `'�`I a i■ —_ --. � • o a . � 1 •3 DRIVEWAY ENTR► 061 1 � 1 111 1 - •. NO. • • L ------------------------- I-------- ---- ---- --- --- -- -- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ti ----------------------------------------------------------------------------------------------------------------------------------------------------- OLDLYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH ------------------------------------------------------ - ------------- ------------------------------------------------------------------------------------------- -- —OHT — — — ----------- — — (;pp --OHP----- �OHT _ '�--OHT-----OHT-----OyT\ -- P--- P—OHP--_--OHP— = RIA P GP GP GP ION #3 — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-w-T"IL- — -I r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <— — OyT\ BUFFER I PEDESTRIAN \ .. — .. .. .. .. .. .. ,< CONNECTION #4 �� \ OyT\ 1 1 30' 1 I • / • • './ • , • PARKING •' , 1 FLORA DRIVE {� !�NM 1 Y , 1 1840 SF now INTERI •. a I�<o)] GARAG !� , 9 �I • 384 SF ., ��(c), i�� .40'- ALONG LoT162• 1319 SF V84 SF R1 W z g J J O "NO PARKING FIRE LANIE" SIGN SIDE. Q I 5' SEjrBACK J Q 31' COMBI ED ACSA w SEWER AID WATER I A T 61 i' w EASEMENT LOT 67 II 1TF 3 F 1384 SF l i OPEN I LOT I L& 66 a. 1 SPACE 88'I 4,434 SF 131) SF 1314 SF ;/ I 4' X 8' CONC ETE PAD z I e. FOR (2) 1 20' j e lb CLUSTER . I. PARFQING 1 N OT 5919.83' i6:5: ;.L 6:5' FIRE LANIf "NO PARKING r---- 20' TYP.974 : •;,. :. �' SIGN LOt65 1 FIRE LANE" SF 2314 S 1 < SIGN G✓ ', _ I R3' STOP AND ROAD 6" i _---- I 8.1 Q `5. — — — SAN.. 0 PARKIN SAN R18' R18' — — R15 R15I FIRE LANE" v S S N 1 GNS SWEETBAY STREET 8„W fl 6"X8" E 20 1 of I :URB. 1" HEIGHT AY ENTRANCES. i EITHER SIDE. 'OUTH AND EAST TBAY STREET. PROPOSED 61' VDOT RIW INS NO. 202200002884 STORMWATER FACILITY CESS AND PUBLIC AINAGE EASEMENT 30.5' COMBINED ACSA SEWER AND WATER EASEMENT 8"X6" TEE 6" GV FHA CORPSTOP AIR RELEASE VALVE 1" TYPE K NO PARKING COPPER IRE LANE" IGNSMANHOLE PROPOSED UNDER SOUTHWOOD SAN ILLAGE 1 SDP202000048 s ° ZZ PA I G \ \ SIGNS \ \ •�`11 t176' TO HICKORY STREET 8"X8" D v D b D D v v 8" WATERMAIN PR()P()SFfl I INnFR 8" DIP WATER MAIN PROPOSED UNDER SOUTHWOOD -VI GE 1 SDP202000048 TRAIL BUFFER 7/ co :D J�SAN� / S C G) 1 II-----------------------------------� --------------------------/ I II I�I--------------------------------------------------------- ----- \ KEY PLAN \ UFO \ -4. - �\ o \ °yT\ \ \ OyT\ \ \ OyT\ i ryCichocki Z Lie. No. 53741 12/9/2022 O� S'IONAL M E 0 u N � N C > E v E w �.Wv.w3 Q U.o 3 p LL — w � V20 z o — n O > o C7w a w 30 )x UOi w i c ry z O F(�a� c U) ry > W M Lu Lu 00 � H 0 x (D 0 0 w w a z 0 DATE 0 912012022 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' 06 0 0 TT� Y ce � U Q NOTES: Q 1. MAILBOX LOCATIONS TO BR COORDINATED 1 > (n WITH THE POST MASTER. �J w Lu 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN FOR INFORMATION ON Q I~ -I PROPOSED EASEMENTS. 3. ALL WATER/SEWER SERVICES CANNOT BE m ESTABLISHED IN BLOCKS 9-11 UNTIL THE Q VILLAGE 1 INFRASTRUCTURE IS INSTALLED, LL TESTED, AND ACCEPTED. O 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE W 06 A HANDRAIL, AS SHOWN ON SHEET C1.2. ( n LEGEND < OU 0 CONCRETE SIDEWALK ^ } HEAVY DUTY CONCRETE LL JQ LIGHT DUTY ASPHALT C) HEAVY DUTY ASPHALT 0 0 CLASS B TYPE II TRAIL 0 RUBBER 2 D � 0^, v NPO a3 JOB NO. 47036 SCALE V=20' rm SHEET NO. 0 20' 40' C4.2 L B/SCUI T RUN \ ■ \ ■ _ OF CENTERLINE , o y ■ TH — — — — — — _ — — — ° WPO BUFFER \� \ ■ ioo_o� o \ \ \ i ■ IGP 'GP '! Io0 / ■ J IGP /// — — — — — — — — — — — — — — — — — ■-------------------- ryan D. Cichocki Z ° \ ■ — lie. No. 53741 — —------------ / OHP— — — �IiR�- i►-- — — — — — OHP—'A12/9/2022 4' L—OHP---__OHP--1—OHP--- //� `-----/,— — _---- �� �F S'IONAL E11 o° , / �' _ — �♦� SWEETBAY STREET SWEETBAY STREETT)EL ECTR° � / ♦ CURVE CURVECTELE TV �7\ A°' / / \ ice��♦/ A _ Ooo4'7mnAn / 3 A = 9Q°9R'A7" 4LINES E / / ♦ ♦C= 37.57 a LL o 3 t0 0 0 / / / / / / / ♦♦♦♦♦ \ PC = 12+57.07 PC = 14+73.78 .. / � o s M 0 ° PI = 12+88.94 a / / / � � � ♦♦♦ �. a. PI = 14+92.84 1 T � � � o � o ° aao / PT = 13+18.44 c� W N a a \ ♦ PT = 15+11.54 1 0> o N P Q o / / / / z F ° / e I —� o, o FEW EFFECTIVE / / / / ♦1 \ ' �' ° m ZONEA /d q. LL o , 0 FLOODPLA/N / / / / \ = 0 ti o ° \ 100YR FLOODPLA/N PER 00 , ° ° / / / / ♦ I LOMR CASE NO. 21-03-0029P0 ° / / / ♦♦♦♦ / d a I o m U / �� I I vM (UNDER REV/E149 , ° ° p/ / / / / \ ♦ I I ° 1 / / I♦ i Lu Iq. 0 0 a / < / ♦♦ / /00 O ° q \ /♦ / ii/"VIII ♦ ° OT 9 500YRFLOODPLAINPEg° / ♦ 8 $F C ° O ~ ow 2 I � L OMR CASE NO. 21-03-00� ° m / / \/ ♦ \ °% - — — — I O (UNDER ML-VIEW) , ° y' / / ♦ / ° / �^ 100YR FLOODWAYPER o ° / / / ♦♦♦♦ \ \ LOT 8 L T 1 LOT 20 LOT 21 LOT 23 0 LO ° o LOT 22 MR C LOT 24 Q9P 1 1 SF 1 50 SF 1350 SF 1350 SF 1350 SF 1350 SF LOT 25 I I _ (UNDER REVIEW o , ° a� / / /♦� \\ 1350 SF 1749 SF U o a o ° , 0''��� ° / VDOT SIGHTT / . ' a _ ° ° o ° / DISTAN E / /9 / \\ �� q F o Lu 0 °e°° RT a ' * 0 0 o i / / ♦ I♦ / / \ \' z N ° ° / ♦ / /� 4" FOUN q / \ \ o ° MANAGED ° o / / / d' \ ° •:_ S SAN SAN AN SA IS (n DATE ° STEEP SLOPES ° \ \ / SD IE T , ., 1 + 0 I 0 0 (TYPICAL 0 0 Cfid��� / / / // +00 _ _ _ _ _ —_ _ _ 14+ 0 N27°37'47"E 14 0 I 1 0 0 ° ° ° o / / / / / / \ _�'I 155.35' --t-� _F00 3' o 0 00 00 /// °^.�\ \, /, $� W ��W 8„ I 1 ,�` } DRAWN BY �� ° o ° o o ado / / / / LOT 78 \ ° D �' _ — — — — — R3' 8^w \ l M. DENHARD o yo 0�•,d`�:a. a/ 1927 SF . \\ RT • DESIGNED BY 4010 0°��00 0°0 / // /// // � / // LOT 77 / �.nv(\ 9 � \ � I � • M. DENHARD °° o o ° 1400 SF / / I I I �. • CHECKED BY 0 0 / 00 00 �0 / PQ / / // / °/4 SF LOT 76 /' \ ,.I•' 'p I �l • B. CICHOCKI ° �° �d� / QO ^ / // \ \ 1400 SF ° r1 0 �� / C9 0� �� / / 36' COMBINED I J • SCALE ''' ° � Q-Ll�j �O / / / / �` 32' COMBINED / � / \ .� 4'�OUNDA ON; ACSA SEWER I 0 ° ° ° / �� J,` / / / / -SASE ,. DRAINS TIE O I 1 "=20' 0 0 0 ° O/ / G�Q0/ / \ / a ° / ND WATER / X00/� / ': \ \STORM SE R LOT 11 — — — — — AND WATER — — — — — ° ° a� / Q / / \ 2354 SF LOT 12 — — — — — o ° �!` �, / / / da % SEMENT �ti / \ I T 5 OT 16 L 1 No �� / O��P��/ / / , .a LOT 74 ° / �d .� / \\ 1780 SF LOT 13 LOT 14 I 0���d� pv 5 PQ / / / g" F AT N 1400 SF ,/ / \\ I 1682 SF 1619 SF 1591 1599 SF 2 77 SF I \ \ TO ° ° / / / / / / % / M WER LOT 73 // e / LO�T/10 < \ \' \ s LOT 26 00 0 ° 0 / / \ 1400 SF / /�74 SF \ ; \ I 2154 S ago // / // // \\ / o '/15�e / I I I / CL 06 0 /^// / / LOT 9 LOT 72 / / I 1 o° / / / // //' \�, / ' ^ / 1752 SF �e� r> 1400 SF o 0 / / / o \ \ w�, LOT 71 /a� // // \ ° 1901 SF / \ . 5 0o R15' / LOT %. 7 1670 SF V 1 LOT 6 1624 SF \ 2161 SF / 33' COMBINE " W V o" �A SEWER , W AND WATER O Q SEMENT vv J > w z v v.. aw-- / LOT 5 \ __X&151, \ m d 2191D SF SA T—I Q 0 / ° Q 'l / SPN W O LOT 4 %0/' 1604�SR / \ R25' 0002$aa \ \ \ \ Q O VIT / RANCE ..�d� r LOT 3 LOT 2 1611 SF RzSsvy,>p� 1640 SF \ \ \ v '1 LOT 1 o�11°Q \ \ 2129 SF R y� //\ / J O i \/\ 4" FOUNDATION DRAIN TO \DAYLIGHT JOB NO. \\ < ° a / / 47036 SCALE 1"=20' SHEET NO. KEY PLAN 0 20' 40' C4.3 L OLD LYNCHBURG ROAD i i TH �F STATE ROUTE 631 w i i FLORA VIEW DRIVE CURVE f VARYING R/W WIDTH I I 2 EP ;✓ ---- ---------------------- 30"CMPW/ENOSECTION I I 4=90�00'00" INV. (/N)=442.15' i i R = 28.00 s ryan D. Cichocki Z �IGP GP Cp------------------- T= 3.98 a3 .o �iz9/z0zz41 4 I GP L = 39.6 NPo �o �w J GP GP ----------------------------------�\\ GP C=39.60 ----- \ SCALEI"=20' IONALE���� _ G PC = 11+27.70 ` fit{--------OHP ---------- —��P=— oyp— GPPI = 11+55.70 \---OHP--�---OHP-----OH----- -- P— OH OP— �UGP oll 0,.���20' � —4O' OH M — — — — — PT = 11+71.68— — KEY PLAN — —— �� \ OHP— N i \ �/ X X TELE. VAULT E SWEETBAY STREET \ ^ ------ E CURVE O IELECTRCTELE. TV 4— 19°18'47" 4 LINES j �_ ( �I ___A-NA49— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w vy ------------------------ — uj — R=112.00 ~X"3 a 3 .. — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 T= 19.06 _ ____ I , wo ------------------------- sM L = 37.75 �i �� -- — --- ------ --- --- .. .. .. — .. — .. .. — — .. — .. .. — .. — .. .. — .. — .. .. I W V 2 z C=37.57 ��;. '' t ............ .... I aWN Caa c� PC=14+73.78 �� i� r — — — — — — — — — — — — 1 j ZLu u(n PI 14+92.84 1 IE;jm Q a? LL Q o PT = 15+11.54 1 ( I I a x= N z a.'8: "a. 1 R5 I R5' v > C') .. W �` 1 I N w O I 12+00 12+50 I 13+00 N27°37'47"E+50 - FLORA VIEW DRIVE 14+ a � U 1 . A I i---F------- - - ---F—� - - - i - 279.19- - o t- -�- -----I w I l l o c T R1'$''i � o I R5' R18' L T64 a i O w / 11 1 143 SF I I o a o I LOT 70 = LOTI 58 1 18414 SF o 2237 SIF T 21 LOT 22 LOT 23 LOT 24 LOT 25 I I / / _ I I N I W F o i0 SF 1350 SF 1350 SF 1350 SF 1749 SF II I LOII 69 �' = a� a. I U 0 IlkI // LOT 33 I I L n 138 SF I z OT 63 + z I I 1726 SF < ° I I 5' LOIN 57 I 11310 SF 1 —441I ; DATE w 1485 5F B I I LOT 34 I lV ��� I I I I - 0 9/20/2022 9•a° R3' 1350 SF < 1 LOT 35 I Io 1 LOTI62 I LOT 68 } DRAWN BY -raAN SAN I s 1350 SF LOT 36 1 w , 131q SF y I 1384 SF I; 14 0_N27°37'47"E _____ 14 0 I M. DENHARD z 155.35' -+ _�00 3' \ 1350 SF LOT 37 II I a'w 1 °I DESIGNED BY 8„ 1 _\` sqN 1350 SF LOT 38 �\ y ? LOT 56 I nI 1350 SF z�' 11485 SF I 1 N - •• I \y ri I N 31' COMBI ED ACSA M. DENHARD RT 8" \, \ I �1 I I co — — W LOT 39 / N}on w SEWER A D WATER I • CHECKED BY ❑ 1 a; I LET 61 m EASEMEN LOT 67 zl Sp � 0 1350 SF / N LO 155 I 13h0 SIF �, 1384 SF 1. • B. CICHOCKI a R3' `\, 5 S /,,� LOT 40 I N 1\- 1814 SF ` ZIP 148g SF 1 I 8 W \4 \ \ I 31' COMBINED ACSA I I • • SCALE SEWER AND WATER I Ll 60 LO�f 66 • 1 "=20' r \stooN qN \ I\ o EASEMENT 1319 SIF I 1314 SIF • 4�63s it \ 2p239' / — —J. z I o I • --- ---- `\ LOT154 5 OT 16 L 1 1 8„W ` R20' 2285�SF �— -- LOT 59 I LOt 65Till OT 4 1591 1599 S 2 77 SF i // y aa° I ............. ....... I I " I 11974 SF 2344 SF I' CL cb \ sqN I — — _= I I I VGJ LOT 27 — LOT 26 -1600 SF s R1 — — — — I 2154 SF `\ a SAN — — I. I N + �`"aRe �F- 5 - --- SAN '�' — — 1 + -- + --- 8+00 SAN SAN R18' I R18'Tl 1 / LOT 28 - - 19+00 N2904646 E S T 1 1601 SF 29 \ — 8' B,W 8 W TB311.76';EET+ - 9 --- I---_-20++00 S I I S1�VEE 1 N LOT o — — 8"W - I I 36' COMBINED — _ � 8„W ° .. 1601 SF ACSA SEWER LOT 30 AND WATE T — — 1602 SF €ASEMEN / I — — — _ LOT 31 " 1602SF U 'Co ED LOT 32 / LOT 41 ACSA SE R I I 0 2113 SF / 039 SF LOT 43 AND WA ER LOT 46 I I J LOT 44 EASEM NT 2146 SIF I I LL z — —4 QLIN ATION 1587 SIF W / " 1' DRAINS 0- _ — — — — — — 1600 SF _ _ _ 4' FOUNDATION ' STORM EWER — — — — AINS TIE TO I < Q I I LOT 42 LOT 45 S ORM SEWER I I I — — _ _ w a 20 / 1613 SIF I I I LOT 47 LOT 48 LOT 49 LOT 50—LOT-5-3 Q 0 NOR/ NRO 1575 SF LOT 51 o a 2181 SF 1670 SF 1683 SF 1696 SF LOT 52 1708 SF 1696 SF 2710 SF p Q WHO I z O I u \ \ a WEETBAY STREET \ CURVE 0 \ \ 4 = 17°09'47" 5 HORIZON ROAD 0 PROPOSED 61' VDOT R/W \ j R = 100.00 OUST. NO.2022000p2884 \ T = 15.09 �W L = 29.96 C = 29.84 ° PC 17+13.92 PT = 17+43.88 O JOB NO. 47036 L I I I I SHEET NO. E� I I I I I I I I �, C4.4 L 1 ------------------ --------------------------------- II ----------------------------------------- ------------------------------------------------ — o -0 -- C) ~ o� G ryan D. Cichocki Z OLD LYNCHBURG ROAD lie. No. 53741/ 0 12/9/2022 �4 631 STATE ROUTE -- ------------------------------------------------------------ 1 (VARYING RAN WIDTH P I I / ��IONAL ------------------------------------------------------------------- ----------------- ------------- _ OHT-- OHT-- --- E u---— OHT� _ OHT— — — — — OHT— — — — — Oyr\ GJ7— — — — > E —— OHP— — — — \ ' �GP Gp w v E GPI / v w 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a — — — — — — = �H EC T \ a� GP �/ ¢ a ° 3 0 \ \ / W L M ¢� Voo z F— \ r ww—ui O 1 r--o---------------------------��------<--- om l a I I r \OHp Oyr\\a s �+t \ Oyp Oyr\ O C � 0 x w O "_� Lnx vN z I I \ Lu p \ v p 2 yp\\ �\\ \ mm U� ELECTRIC TELE & TV VFO w O 1 I LINES \ \ oyp-1 v L R5' U 1 \ \ yr\ + 12+50 I 13+00 N27037'47"E _ _ fa 50 - FL RA VIEW DRIVE 14+ _—_ I I 111a �D88 yr� ��II \ U —r - - W -i- 279.19��— o t- - \ --I--- \U\ \ \ \ O W ' R18' I I y ` OHr\ R 15' \ O \ R1'8' —a ° R18' R2.5' �._.._a L T64 \ �I T \ OHp\ \ Oyr\ 1 143 SF I � � I / \ o N L 1 I LOT 70 \\\ o W F o 1 1840 SF I wI yam \ u o � l 1 N I QZ, J z 1 I � LOII 69 1 J I / / 0 DATE I l OT 63 1384 SF at > 1�310 SF ' o I o I o 912012022 1 1 1 a -I 1 QI °/ } DRAWN BY / I I U' M. DENHARD LOT162 e I (OT 68 ° I o I I DESIGNED BY 131q SF y I 11384 SF I. 1 �t z o I I > I •• M. DENHARD O 1 i M I CHECKED BY /: • ri I N 31' COMBI ED ACSA N I L6 m i N SEWER AND WATER °V co a • B. CICHOCKI I LdT61 wI� EASEMENT LOT67 I z'N rCCESSOANDPUBICCILITY• SCALE AINAGE EASEMENT 1 "=20' I 13hO SF �, 1384 SF l I / • Ics_ 1 LO 160 L& 66 1 1319SF I 1314SF a° 1 z 1 ° �J- - - SOT 59 1 W I 1974 SF I LOt 65 1 I 23J14 SF R3' _ I 44/ SAN SAr° R18' I R18' I R1.5' R15' O CO S ' SI/ Vl _ 19+00 N2904646"E 19 �g N 0+00 2�VEET6311.76';EET+ - - I---_—_ / I 8"W 8"W � W +---- - - ----20 0 5.64 L B.,W 8"' + / v, _ 1d R20' 30.5' COMBINED ACSA w SEWER AND WATER Q I z� EASEMENT SWALLOWTAIL LANE �Y / J w CURVE m J Z cc Q v J I I 0= 8°46'29" z o R= 126.22 J a J m i n _I < T = 9.68 rl a 0 E LOT 47 LOT 48 LOT 49 LOT 50 LOT 51 < 2181 SF 1670 SF 1683 SF 1696 SF 1708 SF LOT 52 LET 53 I $ I C = 19.31 w 1696 SF 2710 SF II of I PC = 10+22.17 ' I PI = 10+31.85 Q ° U J I I PT = 10+41.50 / 1 N AN / a < is a a S R25' o�lN" 25' /\/ HORIZON ROA o o \ PROPOSED 6� VDOT R4V / -''- VDOT CG-11 ENTRANCE w SqN INST. NO. 202200002884 v ° —7 v KEY PLAN D O U) JOB NO. 47036 SCALE 1"=20' SHEET NO. 0 20' 40' C4.5 L 0 / ° ° 1 I ryan D. Cichocki Z �PO83 ( / — U Lie. No. 53741 — I --- --- I f \ ° r -- — _ A 12/9/ 2 022 ---- --- ------- ----- -- — oSCALE 1"=100' /0 _ LL IONAL 0 100' 200 o BLOCK 2 ----- -----O? 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CICHOCK I YR o' U SCALE 01 A°°° °oBLOCK 3 �4, �Jw o � DU ° eYq LOCK5 A u V. lo � A`°° �0 0 � U ,��`` V T'10 U, t° w '' CL/AU �0ADU f0000 �0 < or < \ O 0000 ADU jjG e 0 BLOCK 6 ° PRIVATE20'SANITA` SEWER EASEMENT BLOCK � ° Z \.B. 2984 p. 688 /V Q 0 SLOPES O TYPICAL) ION\]. o°`Q vo�4a�° B�C 7 / 0 o� 0\ 0 0 \ �o {�W w © 0 0 0 co ° °o "y 20'SANITARY �PQ EXSAIVJV1n27 °° O WEREASEMENT GP c ° „U 0 (WA TER TIGHT) 2984 p688 UGT / o m o TOP= 398.1 \ 1 0 0 V/ LQ99P.8 0 0 �c Oo 0 (T@T�0 O�/ -37 o 0 90 0 o 0 ° 0 J o ° 0 o . 39 L°0o0 0 0 0 ,_\\�00 ° 0 0 0 LUo0 0 \0 U 00 ^\ M7 o tXSAN. 25 C. (E oT=3962 o 1 0O o 1L=389�o yvv o 1.0.=3f9.� �I °Xn o > � \O< \ \� UGJOB NO. / 0 0 0 °/ I I 1/1 o \\ \\ U — —UGT —'— —UGrf / iJ\/\ SHEET NO. L I// / 0.04 AC TO BLOCK 0.04 AC FROM BLOCK EX LOT LIN \— � Z \ 17 AC FUTURE ROW DENSITY ' RESERVATION FROM PARCEL I �.04 AC FUTURE ROW DENSITY \ I '— OAK I-1 ❑ O J RESERVATION FROM PARCEL 1E \ I .23 AC FROM PARCEL 1D I _ _ ❑ .68 AC FUTURE ROW DENSITY \ A G I I �� I I RESERVATION FROM PARCEL I — / .21 AC FUTURE ROW DENSITY T .06 AC FROM PARCEL 1D I I I I I \` \ ��ccy OW PROPOSED WITH SDP202000048 I RESERVATION FROM PARCEL 1E/ I LOCK I LINES PARCEL 09000-00-00-001D0 �, -_uIl - ❑GP O UGp_ 15 AC FUTURE ROW DENSITY \ RESERVATION FROM PARCEL 1D ` -�� it6T UGp� — --I , /TTERNUTLANE UGT OW PROPOSEDWITH �� ��` W.OAK�------ / omo �yi SDP2I2000048 \ J \If - � I / /0.=46 .3 !\ \ \ 0 O SYCAMORE \ _ �— �l I �� \ �'SAN— _ �-SAN vv- / / /- I 1 -❑ 18" MAPLE // / \\ j—�/ —G—❑�—c am-. I II Z I II II I a I IIo \ �\ yro\GTEL _ POPLAR UGT —UGT =x UGT `^v / ; I / UGP I �I D\ �_' / I USN — I— \ — , \ I AREA FROM PARCEL 1A v \\ x/ \ /� �I LEGEND: I —UGP_. — —7_ UG \ \\ / �'^X I l ARTONOR/VE � W — � W / � \ � \ / C` "`j\ I I SPV AREA FROM PARCEL 1 D \ ` �\ n/ \ \\\\� \/ ^ AREA FROM PARCEL 1E 1� \ /� FUTURE ROW DENSITY RESERVATION FROM - J I I I I Cy 1 1 11 1 I I �� .000 / op�� y /� PARCELS AS LABELED 0000 --- -ir Li; J UGO rj / = �` 25 �l j —i SCALE I"=60' OA v vf� ryCichocki Z Lie. No. 53741 12/9/2022 0&;TONAL M E O O U N � N C Q O > E v E w 3 w w Q LL o 3 p LL — wO `mom ¢ j U OMo Z o — n .. O rn a w 3 o x UOi o a w p 6LL U-) i c ry Z O m > c U) N W n W M � d � 00 J O W O 2 0 F p W W_ W 2 Q U p Q Z O V) 0 0 r DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=60' 06 0 Y U O / Lu < 0 ' w 06 r-I a U w o - ? Q o 0 I J f2 I) Q O O 2 O U) JOB NO. 47036 SHEET NO. C4.7 L 0 --_- _FH0 0 0 c :: / / - k 4* / / G) 0 — _ �-- — —_ ' 0 TH / o - - -----CLASS B TYPE 2 ° C B TYP\2 /° PEDESTRIAN TRAIL ------ -® ° PEDES- -TRIAN ---- F �f � "':: ;:;,,.,.'..:.'.—:: ;i::•i:• —(1493 LF) -— -- oLDLVNCHBl� FB/YG_ Q /SHo REC. AMENITY, BLOCK 2 _---------- 1-�-------- ___ / —0 ° ryaInOND.ACLichEo �c�k'i SPACE lie. No. 53741 BLOCK 9 (7100 SF) �/ / 022_ SCALE 1"=100' G eS o off0 100 200 BLOCK 10 r— —pHF— S� / BLOCK 2,:.I ,// :.Vr_T/ j_ •�_/iii} II I I�I II� /��// ��_��o/I�v\/�_�F �/ ER/oP�\E 1'\2 TOTAL GREEN :.. PEDESTRIAN TRAIL Q4 GT \ \,I ''J 'P \O I\I �\ \ JY ' / I ), \ ••��• •¢ �w= ••L>v, Cl "0o 0 MANAGED 4SPACE (290 LF) /NE mo ° STEEP SLOPES 351 SF) 0 0 o(TYPICAL) REMAINING AREA o o TOT, OF BLOCK 11 TO BE o DEVELOPED UNDE E 08 SEPARATE COVER SF) 0 OwLLI ° BLOCK 1Z qo o o ° CLASS B TYPE 2 o ° °/ It� /w PEDESTRIAN O oME3o' oaz(265 LF)° ° o °aoo o o / 0oW 0 o /o o=x o o �LLTrJ1 � 0 O ° ° O O3v O ° ° ° BLOCK 2 U) o CLASS B TYP 2 CLASS o o ° > A o ° PEDESTRIAN T IILDAPARK (281 LFY \233 LF) i MINOR BLOC LINE (4434SPEDESTR do ADJUSTMENT. BLOCK LF) BLOCK 11 13 ow ° AREAS MAINTAINED 00 ' ° J ° /WITH ADJUSTMENT ° o o /� o ° ° ° / > ~N\ �n v / ° ° W° 0 0 0 0 0 0 0 0° I dVpUZOUOO�1 l DAWTE 1 1 DRAWN BY ° oNRlVE W— Z-'4 U M.DENHARUc nD BLOCK 1 J°ON� PER SDP2020048 DESIGNED BY �EP APPROVED �\ IIIuO BLOCK 3 11/23/2020. v M.DENHARD° g o r �°o � PROVIDED FOR U CHECKED BY0 Iz REFERENCE ONLY ° I 1 B. CICHOCKI ° JSCALE°BL •/ I vs o OP=407.19'000, oo I(VENTOBSERVED) oV1N=39794'12"PVC(SW) G o ° INVN398.19'8"PVC(NE) =39761'12"PVC o / V \ \ B\ LO o °s ° SEWS � -V � DB.2 6 \k, O� � 11pN NN o o o o o 0�0'- 0 , AVK 7 o�( o \\ o TOP=400J0 - 0 0 /NV IN=395.55'12" PVC (SS \�11 �o °° U 0 INV OUT=394.4812PVC (NE) o / C — /o ° �\\\ aI20'SANITARY °HSLL l!Pp WWER EASEMENT —UG,0 INN /1 Jo ;'C. 8.1D.B. 2984 p. 688 _.%o 0 INV1N=391.63'12"PVC S P\ Q w° IN�bT394.51'12"PVC O oo °o °� TW 0oOo! E_o / \ �om Q0000 o0 0 0 0 0 0 0 0 Q 0 0 °0 0�L o U ° o \ 0 °0 °7 0 O ° 0 ° 0 INV 390.73'12'z L]° 0 /NVU7963'12"P�(N)o°o 0 o °a— //Oo /UG1UGTC '\ \\ tXSANMH25 0 C. \\ / (WATERTIGHT) o \ � I \ � � / / I � 1 ' C / � II/\r / -4 o TOP=396.2, \ 0 11=389.0 ° I y­X)�^ �\� _ ' o 1.0.=3�9.8 I / rrZ i <\� r i \ \ \ �� il < , y \ Ity V C/ / \\� \C ❑ /\ o �\ Qo�al�i, / 1 // / 'Isi / / \1x > I \ \O UGP� / \� o J _UGTyr 1 _ ° o I I b�� �/ \ UGT .. O ° O / I ' A, I/ I / \, \ UGT —UGT NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. Z) O U) JOB NO. 47036 SHEET NO. C4.8 L LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT ® PRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT ■ PUBLIC ACCESS EASEMENT WATER MAIN ACSA EASEMENT /SCUIT RUN 0 \ � ■ ---------------- \ ■ OF CENTERLINE , o ■ TH — — — ° ° WPO BUFFER 0o \ \ \ \ / / �IGP r rGP Io \ i ■ —UGP— o — — — — — — — — — — — — ryan D. Cichocki Z U lie. No. 53741 � 0HP— - - - -Cr,, �12/9/2022 Q. ° OHPd— — OHP— — — S _ — —— % — `---- o / / / \� '—� ZONAL E ° _ 10' PUBLIC O.H ELECTRCTELE. TV ° ° / / ACCESS LINES °°I / / \ i . EASEMENT rn E / / _ IN — ' ►j N = ------- E--f-- / 1�1 10' PUBLIC / v E X.24"HDPEAPPROX LOC _- f I ACCESS w At_a�----- _ / �I 0 8 / / . f /I — / 1 •• / \ EASEMENT .Wv. w 3 „yr ,+� � it •-- - -- -------------- -M7 ---------- -- � DRAINAGE EASEMENT ' ��� ��::�� '%ice i �► ' • • •II•. - ���LOT 18 LOT• 1 LOT 21 LOT• • •����� • • • , 1 ' ' �e �,� � �,� I I �I �:.`J:C��� it (.;,-_= i1 O i0,__--_- I ♦ svj�MWi�wil MA MAIf rWAIIII�AlllAiOviMAMllAIFiAvii%iNiAV ;, 1 ` G `� , �!� V, '� 111 d/�I . al ►//II�dN,I� d,Ndd�ll d /�Id�/dIOINA . �/y/f/�IDATE 912012022 �•e ► ;:-ADRAWN BY N ���r:q•� �aNadN --�►�d��daa dd/�Nad ! _aadll�d ---�-A -. �,'' • l����4:J 1;e.--�/���iri „1., ���:��---��e.�/1 r�ry�� ee �.:.i i�-- ��• _ , l A �, �� ��. �, ,,,..:> ►j i - . . • ��� �� �i / �� f, DESIGNED BY nil CHECKED BY B. CICHOCKI I m, SCALE 1682 SF 1619 SF ON b,� . ,� . . • e ® s - , •;ail+ �`��'�����..q� ���' I�� \ �✓ . \1\ wl �q_� `�• / v� / I II j. '► I LLJ ILL •1 Ld �� / •1 �i.�� 11• r Wk FAN IMAM U) JOB NO. • i �. ., . O,. . • . - ...7CC ,. / ,' • 147036 KEY PLAN PA- PUBLIC :CESS SEMENT OLD LYNCHBURG ROAD STATE ROUTE 631 NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE (VARYING R/W WIDTH EliCLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT EP — — — — — — — — — — — — — — — — — 3o'•CMP WjEND SECTION I I I I INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND — — — — — — — — INV. (IN)=442.15' FOR USE IN RECORDATIONS. cyan D. Cichocki — — — — U lie. No. 53741 G1r 1,1♦ • • p • •- i• J 1 11 40' • — ���,w<�i •• n• o 1 14 J, L 10OH E - INC E 1-,;,TIr*rmrtn-nm-mr��It�1RrTlmllmty 1 'PUBLIC•• • 1 ,•. UBLIC EASEMENT G� \ EASEMENT•• .�G FACE OF CURB Lr; lk - - AGE , 1 II %%/IINI-//%/I-I/II/EMllEI/I MN �' ..� \ 1 �� �N0_%I_/IAJAEE' FI %%%%% %%%//,0%II ,���� ,�1� tea'' 1 �� :. • ®�® %il _ O1�/�/�/I18i�� �o A / -- 1 ;- ;--ilrffF �L®�I/ a--- ,, _�. RON— LOT25 11111111111\ / 1 IrAl Ill �\ 1 .. olf he � \\EASEMENT LOf 63 11 �l Jim .e \I �u <) I/1/l11d MEMBIdINA . I �/yNdl �' � � tis;�; • , . 1 � � DRAWN I © '� • l� I11 1 i •. I FillIIN�� • , . .BY �� I ,�31'COMBII • ACSA .. SEWER A� D WATER -+ '` •'; �•.,�,� LOT 40�� �!\� I Ill® II Cc)7� 1 11384 SFEASEMEK 5 1 /'I Illl. Ili � II _�1 -�.;.� ,� I� : , ,���• III NMI . j LOT 59 j ``r.. 1 7" _ . II � � o �-_•-,;; ,-=N�I/1Npoll----Ny�N/� I / ,��� I�i� �1 ���� `� �� it lil fil f�l fil . . �� ` y • • Lu wt • s . ® w �•. s w w s IN I s •w® - s_ _a w s — LEGEND • ..•.• I. •• �,STORMINATER PUBLIC DRAINAGE DRAINAGE PRIVATE & EMERGENCY ACCESS EASEMENT 1, • NIACSA SEWER & WATER EASEMENT •. NO. PUBLIC ACCESS EASEMENT / • _ / L - - - -- - - - - - - ---- ------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------/ � � ----------------------------------- - - TH of G,-- o ,✓ ----------------------------------------------------------------------------------------------------------------------------------------------------- --- ryan D. Cichocki Z ---- II /moo --------- U --------- __ ---------------------------- OLD LYNCHBURG ROAD lie. No. 53741 � � � ozz STATE ROUTE 631 i --- / I / / -------------- (VARYING RAN WIDTH /' / / /�. X / - - -- ---------- --- - -- ------ IONAL E� --------------------- _-------------- a��/ / //- f�\ \ ---��—— w MoN=v ,EUNOHT---—OHT— ---y--------- -- OHT OHT--O r — — P�—OHP — — — — OHPGP GP \ E� �\. \ GP a a � 3 \ a� GP �� oLL °� / w o m , V oMo z FAR— C I 31' STORMWATER PRIVATE & EMERGENCY 10' PUBLIC 10' PUBLIC Oyr\ \ r a > N a S FACILITY ACCESS AND ACCESS EASECLI MENTS ACCESS ACCESS w (L v� T I PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT EASEMENT \ \ \ oyr \ / X N \ '�< _71 Ar-O C_ LL w LL O OF oa c� 0 z ;.""' ;,; �;;�;, ;�,•'; ,, , , •, ; ; •; •� F4 W. I DRAINAGE EASEMENT BL•IC PRIVATE &EMERGENCY W; ; ; ;'; ; .......... ACCES ACCESS EASEMENTS " " " ";8' EASEMENT TO COVER ENTIRE .-'.......... ;......... . PRIVATE ROAD PARCEL 4 / L T 64 17,43 SF I / 20' PUBLIC I...... 20' WATER MAIN / /I LOT 70 DRAINAGE ACSAIEASEMENT / / / / 1840 SF EASEMENT 10' PRIVA E DRAINAGE / EASEMENT I / / / LOf 69 I�OT 63 / / / / 138 4 SF I ` 11310SF I I LOTI62 / / / / / OT 68 131q SF / / / / 11384 SF / T 31' COMBI IMMED ACSA SEWER AN D WATER I 4' STORMWATER FACILITY LdT 61 / / / / EASEMEN-- LOT 67 IACCESS AND PUBLIC 1A0 SF 1384 SF DRAINAGE EASEMENT 10' PUBLIC LO# 60 / / / / / LOt 66 ACCESS 1319 SF / / / 1354 SFEASEME T V TE & I EMERGENCY SEMENTS OFCURB SOT 59 1974 SF / / / LOt 23�4 SF 20' STORMWATER FACILITY ACCESS EASEMENT / / g LLJ / / / / / � / / � / � ,� � � � / � / � / /7 / MT / / / / / / � / / / /• 20' ACSA SEWER EASEMENT ° l / / / / / / . / / / / / / / 2 • / / 30.5' COMBINED ACSA / / / • SEWER AND WATER EASEMENT / 20' ACSA WATER / -9 / EASEMENT LOT 47 LOT 48 LOT 49 LOT 50 — — — 51PRIVATE & EMERGENCY LOT / / ACCESS EASEMENTS 2181 SF -L-OT-53 1670 SF I 1683 SF 1696 SF 1708 SF LOT 52 / 2710 SF = � TO COVER ENTIRE 1696 SFUNDER / / PRIVATFANPi(3LE-PFTDPIOSED� 0 OD SANIVI LAGE 11 SDP 020 0048 s \ \ jd d s d 1 i e °'d ✓. d d �d .. /. d R25' °�. s' �— HORIZON ROAD HORIZON ROAD _W / PROPOSED 61' VDOT RIW W INST. NO. 202200002884 W W -NN Y. 20' DOMINION POWER IL \ _� >m O W \ � u; i UFp ° ^ U O w \ r�i C1200 U yr\ a v lip OF \ � W o Oyr\ " O \ \ \ 0 v \ O/yr\ _ F / ° w F O v r V Q 0 \ z r / O DATE 'a• / { ; 0 912012022 DRAWN BY } " M. DENHARD f •°. DESIGNED BY • • M. DENHARD CHECKED BY • B. CICHOCKI d e/ • • SCALE a 1 "=20' obd ° / e �C Z� / /y c co v ° / O a LEGEND U Z C / Q STORMWATER FACILITY EASEMENT 0 Q >a / w H • ., / � `j � PUBLIC DRAINAGE EASEMENT � z Q LU PRIVATE DRAINAGE EASEMENT mLu d / ° <LL V / / ❑ PRIVATE & EMERGENCY ACCESS EASEMENT O w Q Lu ACSA SEWER & WATER EASEMENT U) � p16 / O v U / PUBLIC ACCESS EASEMENT = 0 ElWATER MAIN ACSA EASEMENT C) 0 0 L N TE$: d ^\�i -7 f / __' ---/ �_ - ^— — — -- --`4-- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS I / I 0 1 1 / I \^ \ \ I / _ \ _ AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND / , o / \ / I _ \ / _ / / ' / - / TH o I I W�OBUF)"ER I\\ L\< -- �� i r`-- — ---- �i�tT DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING ` I IO \ / I / TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY ��C t / I I \ C \ ) L / I G� \ / _ _ - - - / ' \ TREE./ GP / r ✓- NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. ° , - l \ �/ I _ I _ /�T� / _ \ / / r r O 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE 1\ � ,J> - - / ' (/ /- ` \ 111 / \ \ y 1 - ' \ — PROTECTION / / / ` I / / ' ' r J �JGP DOWNS. \ o - ♦ / \ �` ` II\ \ OP1 ` \\ % (SEE E&$ - / t/ �r / Qr \ '� \ \ ryan D. Cichocki 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE \ O -( _ r \ /' / P I C\ / _ ' / II \ LENGTH: 27' - \ - / SHEETS FOR 1 `-' U - FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING _ ` \ WIDTH 1: 6' / - / / DETAILS) l �' lie. No. 53741 PERMIT TO BE PROCURED BY THE CONTRACTOR. _ J / _ IVl \) (\ / \/ J l r� j /" " \ \ J ' I �' WIDTH 2: 9.6' � � � '� P= T'�-�"� OHr \\ / OHp— — - — — dH �q ` —r — OHP� —/ — � Apo 12/9/2022 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH , / / J / \ / I 1 RIPRAP CLASS I TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT ° ° / , \ I ` / / OFIP / - - " / / ' / / `_ / - - \ 40 ASS SOS \ 1 of R /\ , / ' // / / / ` \ / / / \� %- / \ ZONAL NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. \ \ / / / / / / / - - _ - r > + / / / / \ / - r- \ r _ _ _ UNDISTURBED I l S. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, ` r „ / / / / / r- ♦ /�� - I / ' _ - / �l zFfECTRC TES / _ o I 1 y \ v , / \ - - / _ _/� / / / - / ' ♦ / - €SERV�D 'TREE ' c - - r E TV SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL / r 1 / \ ( L / - - / / / / / ✓ , , / `♦♦ 1 _ / ^ / / / ` , t " L/NES - \ CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END _ / \ / / r / / , / i / l'P fs / / 1 g n / - ' \ - ' 4f12 - r / 1 / \ o E I / _ IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING ---_-___ SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN / / _ \ t _ - f _ _ \ ( c - / _ / / I t _ / / . TREE / EX.24"HDp �L----_f--------------� / / ° - _ 1 1 \ \ _ \ '' ll �\ \ `\> /rr `/ J - - .` / / \�I - -\ PROTECTION _ - - `\ > E ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS (\ I / EAPPROX-L6C �0;1-- / vy STROLLERS OR BIKES. ( I / / \ / \ - - _ -\f a, _ / \ \ \ \, \ ` /` \ -1 �� C ^ 1 / - - (SEE E&S ` w - E o u_z' - 1 ♦^� \ \� // �'`_ 1/ dl -� 4.4Q' ` / _ _ % SHEETS FOR �Lu d r \ t �/ / - I 1 / / // / - ♦ \ \ \ / _ \ - dl� / DETAILS i ` Q a w �' 11 j/ // / % / %/ /i ri ! / / r '/ / o o \ i /r / / / ' j �l \ / - \ - - ) / LL o 3 I///�///%//// /// I / �0 ° ° 1/ L/ll I I /� /_ i'I - 1 ♦♦I /� \ II /`\ ' ---- \ \ \ ` ^�\\ ° �// \ 1' / / /' 'AD,O J / 445 W s M 0 Q J / /r \ /( //,// / \ / /' --J 50 450 ` \\ ago° P Q / A / CL o/ a LU , Etc lYE _ 1 , / ♦ \ J r o FEMA / - / / / / / \ _ _ . _ 4 _ -_ z F ° LL /� ZONE q / / a / r / Lu ell �\ _ - r / x-/ OODPL / J�l I / / / / \ r I / v \ _ - \ v Jl o ° I 6 \ T A/N 1 ' L " 4. / \ O Q v 48 / o 111 /lihh \\\ \\ \ 16"RFLOODPLAII o , to ° n \ / ,/ , /� / \ \� 1 / / / / _ / ♦ / \ 1 > \\\ ; / / , - / - _ _ / `/ - - O LOMiiCASENO. 21-03-0029P ° \q /O` I i `\ / / / / _ / i\ I / / / / ^ _ - !sr �\\ / \ \ / / / i - / ^ / / /- I 1 I I 1I\ \\\\ \ o I / 0 1 r \ / I / // I \ v / / - / / _ \\\ Y / / / 1-„ / ^ ° N IIII IIIIIII \\ \ / (UNDER REV/E , ° \ 0 I ( / / / / ' / I - V J / - ` \� / /� s \\ 1 / , / / - Wi \ ) \ / / - t 1 / . / / / __ / \ \\ _ \ / / _ - -I o / / / I / / l \ I 00° io 1 0(/;\ \> �rl / / 1 " t� // / // , / '/ \ 128 ` \ 10 - i\ t \III IIIII t \ \ \ \ \ \ \ 500YR FLOODPLA/N PER0 AI / / / ° \ \ �\ / \ / I I/ �/ . ` / \ \ I v / / ' r/ r / I / / _ -_ _ / _ / \ 1\ \ \1 \ \ I LOMRCAS , o / �1 " 7 t/ / / / / / // �� ^\\ \\J\\J \\\\ \` `\\\ --�/ - ---- //// / 234 I 23 �w O 1 1 ENO.21-03-00 I / / p �_ T \/i 1 / / / / / / /� �127 \\ \ \ �� / ----- ---- / _ U \ I I \ (UNDER ,` / C / a _ 11 \ \ \ 1 \ REVIEW o / / r / - / � / / ! _\\ O � 1 II\\ \ IIII\ \ \1 100Y o ) �"t I ✓/ I tt / !!\ / / /%^ / IIII II IIII III j 11 III I RFL2JpLjWjkyP€R( 0 1 N^_/ - I/ / / '/+.♦1, F / -/ \ / \\\ \ / \� \ / /' - _ / / - - M I I III I 1 1 40MRCAS o /-// ♦ l / / / 1 /_� \\ \- \\ `\\ \\\ I ; / /- / - _ ' / _ I I11 III I \ III IIII I1 I NO. 2J-03-C1gp r 9 _ _\ / /// 452 w l I I11 Il I l lIi l 111 iI ILI 11I I I i I I 1 1 i i (UNDER f3EVlEWJ �' \ / l \ I o6 // / / HT / r / / / / / / // \ r I \ > \\ \ \\\ \ / / ' J I 11 I I I I 1 till, I I I o ,- r / VDOT S/ / i♦. / , I L\ \\ .' o (IIIII IIIIIIIII IIIIIIII�II�11 IIIII /� 0° I / o° / /\ n a° _ /,/// / DIST"AN E r / / I \ / /\ / I l r 1 \\ \ \ _ \ \ \\\� /1--- - _ I I I IIIII I I I II I I I I I I I IIII 1 ` / ,/0 / < / ' \o/ /� / EA9EM IIII IIIII III (IIIII I 1 0 / o , �a //,// / / / / NT / / / I♦' / / \ ) _ \ I \ \ / \\\\ \ \\ ` .. / r] I I I 111 III L I II IIII o / o d�' - w N II IIII IIII1j11II IIII ° l ° / / Q-' / / / / / 454 - w w O I III IIIII IIII IIIII/ I I /�1 < ° / \ p0\ / / 6 �! / // ♦ , r // / / / / D�` / - _ , I \ \ \ \ l I I \\ \ I - � N I I tl IIII If/ / / * // / 'w// ) / \ \ \ \ \ _ _ x Q \ III III Illtl I I / /I ,i /' / /'/��\ ` \\ - -' U 0� I II II III II/// yo \ ° / / ♦ / / i r 1 O= \ \ \ O^ _ IIIIitIt11IIIIIIIIlIlI11111111yIIr�1/' p1�/�_\ ,/ /0° \ '-' 0°`i /-aN // (/)'� ' , / / /// // t / \ I' // J ` / z ti IIIII"tIIIIIIIIIlltllllT` l9"ir.�PAN67G'D`_�' o -1 / 2 /'�I-r >> 1 1 / \`\ \\\\ \ /�- O U \L�III I 1 1\ \ \ \ \\` v /// ° / _ I ` /' / - r 1 / / / / ::__% z I s SAN AN SAN s 1 1 I \ \ /� TEE a ( 1// ' / I > DATE i 1 \ I 11 I \ \ ` \`yi// ��OPE$ � ° \ � � r / / D IE T r \ 1 �I 1 IIIt\\\ \ \��2 / \ \ -/ \ \ \- / \1 \ \ \ I \\\ \ \\� \\ \ 00 9/20 2022 \ IIIII \\ \4 / 0 \ o , / ^ .. /� / (, ,� / / ,\ / / / / / / /�i / / , - 7 - _ _ _ J� \ r / _ _ _ _ 1 / / / '�J \ \ �� \\ \ \ - - -8' _ - - - �A" } DRAWN BY \ \ \\b\ \ \ \ \ \ d// 1 f , - - - _ - _ ` \ - -. - - r 81_ _ I - , - - M. DENHARD \o / - ° '/ J / / / //�ri / / / / , - to I - - - / \ \\ \ \ / \ \ \ \ \ o\ / II I \ / / / ( \\ / / .J �Q /'• /1 1 Yjr/ I / / 5 / / / // - - _ r JI // / ♦ 1(/ �si _ v \� \ /I - �� \ \ \ \ o 0 \ \ \ DESIGNED BY I I R� I I / / / �� / / ---_ \ / �/ / / // \ \ _ _ • \ b \ 1 / IV CHECKED \\\\III1010' \ ° /%i / / // ( 01I/Il//1///IIIII j1/// CHECKED BY I / // , / / M DENHARD 1 I a \ of \ 1�_^ /r///-l!. •' \ /I_ / , /, / / 1/ ` \� // \ \. /-_ _ ___ ���` / • 0 :` i//il ///�/ / // 11 I I / l 1 / �i� - - 1 1 \ / I/ i /' / 1 \\ ` / , / / / / r I / / - \ \ I / _ l 1 I I / ....T•• / �� \\ // / t \ ` r / �\\ \\ • B. CICHOCKI SCALE \QJTIETO �/1 \\,/ �I\ \ \ \ - \ - / �G� • In-20' ( �Ri 11)'O \'---- d I�/I �� I/ /-i�iF TIQ// %�\ - _- -= \ .\ -_ \ I�/\ \1 \\\ ////-\ \ V�- J a \ go° AR+',fi BIKE YEIwT N / I o / \ \E WITH _ \ \ ` % \ / / �i \ \ / �/ r ' \ \ - I ' I \ J ^ \ T JL 06 0° / r ('o'14r I a`TO / \_' %^ //If (> l / / / / / // // I /' , l I. \ / I I / It� \ - \ \ l G� / j J Jr °// •1.1 It \\I(`_ \ \\ /\/ - _-�_� _ 10 / 4\ wit /\ // //// //�/ ' \ / / /// I I (_ ADS BA RACUDA ' \I1 \ ��/�/ \ \ \I I / // /_// ✓ -�/ 1 / // � I I _ A / ^ / I / I ,SYSTEM 8' DIAMETER GI '5ox If r \ _ \ _� \� \ LLJ LL Q Z LLJ `1� Q 20' DOMINION�L \� \ / L\ ),. / / ° LL ,�maxx J / - J ui 7 / ve I of 7 ` ,yam / r _ \ '_ �+ • Z < / •/, II //,'/ \\\ \\ \\\ \\\\ `\ \\ , / 1 I \/" 1. -� \ \ \ I 1\/ r I L.L LL cp \//�J O � / � t' I / / / /f I 1 1 I I I I 1'•. ` \ I \ \ / _ I 1 / ' / / � / j � - � 1 - / ^ \ 71 / _ u \ r � \ ` _ / � / �, I / /\ / / \ I � - �t\ 11 OP,Q,� F9CINDATION T JOB NO. /J101, /,//� If 47036 / / '- , _ _ � // / / / /' , / ✓ e - / \ v / / / / \ f / \ / % �f \ / \ r > SCALE1"=2,0'J / �/ SHEET NO. i y ' ---' / / / / , // / i �',. / I i / / ' / 1 I / J / /' �� 1 � \� � � � i• it i.e-u� , \/\ \ /` 1Z, , / KEY PLANIf L l:(LD LYNCMBURG RO"A \------ /- \ ESTATE-RCIbTE 631 (VARYING RTWIDTH \ I �� ,\\ / \ /i \ I ,` ` / 30"CMPW/ END SECTIO\ 1�\ /:- 1/// I \ 1 \\� I < </ </ O !✓ INl�(IN)=442.15 I I \ \ / \ \ I/ \ ` \ �\ ,� / Jam— /, /\'. �✓ - / y / J / / -- - - -- - -- - \ U c.No.53741 _ GP P ' ' / / \ , ; ��\ ' / G '( \ l \ _ =� - N. - _ �_ �\ c \ TREE \ NPO g3 A�o� > z/9/zoz2 LENGTH: 11' 1 / / ' ' - _ - _ - = _ _ PROTECTION - ` > �SSIO EEC' - 43 i \ / - I � _ / \ \ � / WIDTH 1: �.5' 1 � F� _ _ - _ - _ - _ - _ � SCALE 1"=20' NAL WIDTH 2: 10.5' (SEE E&S --d/P '- / `_ = _ -J / / _-- _GP-- SHEETS FOR ---_--_- ` �A ! — OHP—� = oHP� — - — — OHP RI RAP— CLAS� II ��� i - / — _ ' - DETAILS) JFP_- 0 20' 40' 40 - / ' / - - - ' - - \ - -\SWM B FSTORMTECH/AIRCH PIPEAETENTION r / f 0 P� - - - - - - - _ — j SYSTEM uVITFI lb'OLA\TOf�r W / I ADS P-FLO FI //' / / KEY PLAN °u \ /\ / \ \/ r r, iTURBED ^ / ' - - - , / 1L tFfECTRCT E. TV / - - / / - / - - _ _ _ \ \ / _ TELE VAUL > E IVDTREE / \ - _ /r/ _> S _\ '-_ �fP _ - / ---- v w a E I / LINES _ - + _ ? TP Y- \ \ / > 1 TP / 1 \/ (%yPIC J / / 1 ( I /' _ / — r / H Lu Lu 3 J L_ / TREE _ /----- '�\ ( 0 ` / / 465 / / -\ r'/ / oLL o _ + - Q `I - -\ PROTECTION \ ^ w O (SEE E&S ` \ \ _ 450 - _ / I \ / ! \' / 1 ` J / _ Q cJ cb z \ 444 / - J 7 r SHEETS FOR \ - \ / / _ _ '\ _ _ ! w N - O / DETAILS) \ \\ _ \ \ _ \ _ '` / / \ t C7 w [� a d R 30 �Q uLu Lu O FLORA VIEW DRIVE / / a LY u _\ 449 234 1 23 / / / �� I I l al / // / / // / /' / O / ___-/ O O ---- —f-- /-- _ 3 / / - - - / ADS BARRACU / / I / / - / / / I / I O a I SYSTEM 8' DIAM TER 452 /' — — /` ��/ // \\ 2 — _ I 1 I ( / ,I/ - J // / / I / F co rNI Lu z0 454 _ ✓\ i \ \ / / / i 1 1 I / / / / I I / / / / / I / [n DATE W 1 \ \ \ \ d' / / J / / / / I/ j I I I 1 )I J 11 I / r [\ I / / / / / X /' D 9/20/2022 � I I ( I d' // / / I // O} DRAWN BY -O SAN s _ \ _ r / J \ \ \ \� \ - r l \ ` J20 LLL l Z / / / / I / / / M. DENHARD DESIGNED BY y I I \ \\ \ I •• M.DENHARD If N. \ � � �� � � I � ' h _ _ _ \ ` � - � \ \ � ` ' / ' / \ I ( / I 1 • CHECKED BY o - 1 co j • B. CICHOCKI / — _ \ \ _ , \ `I 1 I \ \ \ \ I I II \ \ I / I \ / I / / / / ' R • • SCALE \� v\\ -- // \_\\\\\�\ \ // \\ \� \ \ \ \ I\ \ 1 1 / \ Z I 1\ \ I\ \ \ 1 I I �� TI f _ \ 1 I I _ 11 \ I \ l co \ \ \ \ 14 \ \ \ 1 1 °°° \ \ \ TI / \ J ( _ / J - - -_- �\;� - _ r \ I\ \ ) \ \ \ \ .•� y ` \ \ \ `t\ 8'V1( \ \ _ 8„W\ �y ETBAY =— ' \-\` /1 / \\ \ �\ \ \ �•' — \ `\ \\ \ \ \ \ \ \ \\ VW \ \ \ [\� \ ` \ 8..W \\ 465 LLJ J _ _ r� rr�� QLd LIN ATION V DRAINS O� - - - \ -� - - - - - ` - 4' OUNDATfbN STORM EWq \ \ \ \ - - - - - ' INS TIE T9 \ l \ , -- ` \ \ Z Lu \ \ i S M SEWER r — \ v ,.._ \ _ — ✓ to \ RIZt�A. Q [� \ VV — \� \\�L\r\�J \/N OLu co \ �\ \ vv NOTES: \ \ \ \- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS - _ - ' -\ \ 1 W c / PR POSED 61 VD TRryy AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND \ J \ ' - _\ 1 ra N I W `\ \ /NST. N0. 202 20002884 DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING _ _ _ \ _ \ 20' TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY ✓ I / �\ ; ' _ _ - - a \ a \ \ c W \ I \ NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. , 1 - ' 1 J - - ° / T ` \ a \ I a \ W \ \ \ W Fes\ 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE \ �- \ \� /\ / _ _ _ _ o ° ,� / \ I I 01411 \ \ S DOWNS. - - \ \ \ ^\ \ \. \ / < \ / / _ .. ... ° \ / - / \ \ .4 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE \ \ \� \ �\ / 1 - - - - _ _ _ _ - a v p' FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING \ J ° PERMIT TO BE PROCURED BY THE CONTRACTOR. 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH 20' �(/tlNION PO R TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT \ , \ - , n ' I L NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, �\ ��\ _ _ PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. \ J \ \ r c -��-t�I / / - ` 1- -_- -1 " - L- 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, _ _ _ SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL ` \ \ \' �/ \ \ ,` \ h , I _� L` I /r ` \ \ / \ \ - - - - — _ , _ _ _ _ - - _ - - - - - oe n o. CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING \� \ - I /' — / \ / \ C' 1 - ` . _ - / I - \ I ���= `/ I I / ' 1 _ _ — — — 47036 SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN _ \ - ' / / ` 1 / \ \ / / Li \ ���\\\ / j/ -� \ - , \ ADDEDATTHE BEQUESTOFTHE COUNTYTHOUGH THE REVIEW PROCESSTO ALLOW FOR DIFFERENTACCESS SUCH AS 1 - SHEET NO. CJr.1 STROLLERS OR BIKES. '/ / / / `� '' _ ( i l ' '-' r / r_ / - ' i - / L \ / / l I I I �--------------------------------- —---------- l IF / / __ I / --- - ---- ---)-- \ --------�------- ---- _------------ \ I �1 j�------ \� l --- \I ) / \ \ J / / / /---------- --- / T------------7--------- / i�---------- - --I----------- \ J------------/--- / /_ y I I I I / /_ / r------------ / l I 1 f-----�- - - - -------a------------- -----------\-------- \ \ \ 1 I \ _ O 1 \ \ \ \-- I------------ `------------------- I - `, I \ \ 1 1 \ I / c \ c o�\ \ , _ _ \ / , ryan D. Cichocki \ \ \ \ \ \ \ / 1--------- _ - - - - - 1, I \ \ I / \ \ \ \ \ I I I / \ I ; — _ _ = L� Lie. No. 53741 1 \ ' < I ` \ \\° \ \ I 1 OLD LYNCHBURG ROAD \ \ \\ \\ \I 1 \ \-'-%\-------� ------ ------ —1 \ \— _� \ 12/9/2022 \ STATE ROUTE\631 V (VARYINGR/WWIPTH \ \\ \ \\ ' 1 \1 I \`\\ � \ \\------y------------- �-- �-- ----------------- ------ ------------- \ \ \ \ \ \\ \ --- ---- / \ \ SS G 1 \NAL --------- - \ TREE \ I\ '/ , It IO $11 \ \ \ \ \ \ --- - - \NAL -- -- \ PROTECTION---------� \ SEE E&S 1 / — — \ \ _ — —\i — — \ \ SHEETS FOR \ \ \ \ \ \ \ \ \ I ` ------------------`-1 ' OH.F--- ��� — \ \ — �_ --� — \�_ DETAILS)---\\ \� E z� — — Q o c� — _-----—\ ~W N 3 v w 3 _ T GP / LL 0 �---' — �— \ wo Lu �_ J —/`CHELEC \ =__ — __ —> \—' gO1 Lu /l /' // // / fli/ / \\(�—� LINES — ICTELE.BTV \ I \\ I \\ \/ I / I /jr w O If FLORA VIEW DRIVE OF '1\01y7_\ 228 Tlo �1 p It r4 FN / I i I I / / / / , _ I- — ' 1 ,/ / ./ / / ' / l \ ` \ / 1 ♦ ' / I �I / l J l l I l G �1 _ \ \ \ `/ 1\ \ \ > I ` L O DATE \i/ / / /// \\I!\�� %\I I\`\ \\ v ;_, j 912012022 /O / �— \_ / \ \ L \ _ / ^\ \ \ / \ ( / �/ ill, > \ \ / \ \ \ O} / /> / \ J� \— DRAWN BY ` / _ ^ _\ M. DENHARD (n _ \ I • DESIGNED BY l / / • M. DENHARD l \ / i � l / ) ! \ / //'// _— /' / CHECKED BY / / \ / / / I P 1 , / / / / / / ) e;. I 1\I\\ \ —� ,^v �/_____ — ---'/ '_\I A • • SCALE B. CICHOCKI uJ I ; / , ( ' ro I 1 p / — 1 / I , 1 I \ / , < / / \ , 11 \\ � ` /� / - • 1 "=20' °' \ a • CL / 1 J W I \ T \ — 8„W \ Sy ETBAY S'T^ EET I \ L) / / , / IL 0 z a_ If z /V l l' \-'\ - 1 -I - � NOTES: \ m Q 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS Q N \ ( / / - - - - - / / , / I. / AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND LL Q DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING p �x TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY w W 8 / / / / NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. ' ) r f� 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE V / z v /) \I c� — / — / ,/ // DOWNS. /r 0 Z / / / _ _ ` / , / 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE < U Q /// / FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT TO BE PROCURED BY THE CONTRACTOR. ^ Q 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH L.L TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT / 11 NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, V PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. Q 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL O CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END O IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN HOR ON ROA \ � , I SqN // / / ADDED ATTHE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS _ I 1 I W I / fi'ORIZONR ADI - \ 1 1 \ _ _ TROLLER . 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CICHOCKI \ ` 52.70 \ - •R3p, �,S ' �� 61 \ \ a v / I l 465.05' \ I �4\3 I I FFE=475.15' / 474.85 / I W 1 476.85' I I / n 90 - � � \ - - 8, 9 __ I \ i? \ \ I 1 L I � 48230'_ TC / 465.g5' I \ \ 1 / - I / / / • • SCALE TC 11' 1 1 \ \ I 1 I \ 473.OB; ^ I 475.165' \ o o ° / / rt / 477.50' / OR ._ _ - 452.86` - ,\ \\ \ / _ - _ - - - \ t \ _ _ ' ° \ \ \ \ I , STARS @ 6\2" \ 'b. J I / J / I o .25' J 452.86' ` \ - \ - - - _ O \ \ \ \ I J I I / Io \ / FFE- 76.21' _ FFE=475.65' 475.U5' \ e _ - _ \ o TC \ \ .92' 472. 8' FEE�/ Z I / / FFEa'477.94' ` w '�• �64.16' \ \ \ I' 473. T 1 \ i \ \ D I 477.�1' I - / 452.86' / - \\ \ \ / _ \ \ \ 4\35.55\4 ST�4 RS \6.7" 1 I I • @ \ (STAIR @ r/" FFE=47�.83' 12 J \ `� _ �- - 5 \ _ \\ - _ q - - / T • �i 1 \ \ \ 1 1( I \473.2 \ FkE=476.15' \ 476.15' \ I( If 4J78.16' i • 1-1 465.55' 1 \ 3 4AhS @ 6" \ \ \ \ \ I o \ 1 I I rl 45&45' \ o / / \ \ \ • \ . Y. ._ 74. e \ \ \ \ \ Il \ I \ 4Y6.15,�o d78.17' I I \\ d S'TAI I T AIRS\ / . _ a5>�6$ \ _\ ° _ _ \ \ \ \ \ \ 3q a66. , \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 106 E=462.74' @ 7J=463.5 ' @ g` \ \ \h 456. 456.FF�462• ' _ \ \ rFJ _i \ 1 \ o \ \ \ \ \ \\ \ \476. 1 \ 1 \ _ 47 STAIR \ Z., -\ 458.�'` \\ \ \ � _ o \ • / 46 \ a � \ \ \ 7 \ \ \ � \ °°\ 1 1 °' 78.49 \ \ � 48 4' _ o \ o \ \ \ \ \ \ SAiV\� TC �t18' 1 1 I R18' p� 158 ' 58.44' \d'5�.45\ _ \ � \ \ ° w� - \ 3 \ \ \ \ 1 \ \ 47 .17' \ \ \ \ \ \ \ \ \ .S' N \ a59.45 \ ` ; \ �.>� _ \ \ \ 8" \ \ r $„� \ \ \ \ Sy E'�BAY S\fyEET J \ \ \ \ \ T tea\ 459.49' L 460.07>_ 4ti0.69' °, a� _ _�_ \ 8.^�l'•AFF2 _. !� / 460A' \ �46-1 45' �j \ I I \ \ W - 461.64' • � L \ \ - _ _ Q'�6:8" `' __ _ � / 1 ` � \ \ • \ � \ 11 I I I I � \ \ \ \ \ � \ \ \ \ \ $\ \ S-TAIR / _ 461. 5' / '. o _ Cb `\-� 1 • \ \ \ f - • \ o \ o • }t \ \ \ t i /� ^ o J � � • �o \ \ \ \\ \ \ \ � Z / / \ 9 STAIR - _ r 464.50' \ _ \ / • / / o J \ o \ \ tPd. \ Q 6.i' - \ 465.40' \ \466.52' \ 468. 0' / / / \ \ o \ o o _ J STAIRS - - • \ 484,$0_ - \ - - \ \ 4 50' \ 467.60' - ' 479.13' / / i 473�6;, 1 \ \ \ \ \ \ _ O Q / \ 465.38' / / ¢74.86' 475}86 1 \ \ J J \ bt ` / 463.8 /_ n. \ FFE=471.36' • - - _ \ \ - 470A� / / / 473.86' / 47�.86' l k\6.86' \ \ \ 478.86' \ 479.86' _ LL.I \ • ; JQUN ATION \ \ \ \ _ _ _ _ - - - ' ' - / / < 474.86' I , a77�86' \ \ \ TTtf \ p ! / / ' •I \ ' a \ _ \ i - \ \ \ i \ \ \ 47686' 477.86' \ \ \ J lZJ W / ^ 4' OUDIDATiON 1 \ \479.86, � DRAINS O� - - - \ -\ \ ` _ _ _ - ; \ \ - �17g.8s' \ / STORM EWq) \\-------, INS LETS \ 0 I S _ M-SEWE7 R - -J/T _ J \ ww 9STAIR 9 STAI STAIR JQ Q ' - 9 STR STAIR ^ - - - - - 1STAI 9< A SOR/2oNR @7, \49 STAIR 10 STAFFE-475.206.7" - @ 9 STAIRA19 STAI 11Q -V/_ @ 6.9" tJ FFE=479.39 _ \ _ _ ' d• \ \ 466.76' FFE 485.66' f�E=485.61 / / / FFEz490.65' - - - _ - > _ -I c ' I / / \ \ 475 _ _ ' _ _ - _ -- - F�=4865 ' FFE�8.85' / , - z w - _ � \ 'I\ ° ' < uU LQ > \ \ _"\ C / \ I ! • . _ J Y rl / - _ •9 \ \ 470.9p 472.0 r �- \ � - _ - _ _ - l l_ \�'_a1174.2T - °. 1 - - / -/ -a ?\i \ , I/ �\ p.. ° % Q / // / `-4753i'- 4�/6.1T l 477.98'°\a \ `\ 479.Q8.. C) v/ / / / ! \ \ / 0 1 / 1 \ / 4812T / `i / � /\ � � 482. 3' �_ / ' K'ORIZON R A ( _ TC O W \ Q PR(N TAU. 202 00002884 \ t _ /\ I 11 TC a85. / / I / / �\ / I 4i84.75' W Ll \\4- //\r\ \ -- - - --- ,.�- 1 \ -fit -_-_`_- --�- \ JOB NO. \I J �'I ___\ - - - 47036 SHEET NO. - - \ \ - / ` �� - _ _ / T \ /! �\ Gcr / _ _� \ / / I /' I/ / /' l _ ` I , I I iI / •-, A _ I it f _ \ ` ' NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. C5.4 L ----- '--------- / / / I_ __ _________/------------------------------------t------------- / I i / NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. +---------- + r J _ - 0 - - - a ------------ -------------- ----------- 1--------- `-------\ \ ------------ \ \------C ---- ---- --- ---- ----- --\- ---- ---� ---- ---- >--- ---- - ( \ 1 1 \ ♦ 1 I I \ ;) 1) \ \ C \ \ \ /------------------ - ` - _ _ _ " _ _ \ an D. Cichocki Z \ , \--------------------------t--�----------�_---------------------------\--------------- I / ` ` - i / I ` \ \ I OLD LYMCHBURG ROAD 1 \ \ \ 1 1 \ 1 _ , \ \ \ \ \ ' \ = I -\ _ _ ' I ; � U lie. No. 53741 � STATE ROUTE 631 I \ ) (VARYING _RMWI^PTH \ a ` \\ \ ---------------------- --------- - - - -t�'\ --------------- ------------- \ ` ---------- p�rn sZONAL --- \ \---------- EP ------ -- --- -- \ u E1Sc�ysv -------------- OHT- - = = OIYfr o T = s �I' -_- _ / - - - - - / \ _ '� _ ` - 1 \ yC - - Q L- _----- `-\ �W N 3 U w 3 GP , o \ w O m a�N a 0 OW z Z V)o W _47 .25' /' / TC / / / / / \ (/ _ '\ ^\` -�'_ _ - // \ I \ I' \\ \ / OHT / I / `�=) _ _-\ _ r inry W O 474.3k' / /<l / \-\` `-• _ / ` `\_ �>U .22ggv / 4731 - - i > \ I h'T / \ - / / / / // / / / // / // / , ' / J /4'/4.46' / T / / / I //// I // / / // !\ \\` \\\`\` ♦` `\00 473.49'-Ir474.13\//> FLORA VIEW DRIVE OF \OF j u TC - / \ \ \'L / \ \ / \ < _ I p RJ5 7 // a I1 \ / N. I O l \ " ( 1 _ l I l ( CyT\ (D Q / / / / / 473.97' / _ _ / / / / / \ \ \ \ / / / / / , / \ ♦ \ h I - III ') 1 IV/ .55' / // ./ ./ /�'// __ � STAIRS@.9"/ _I Lu ° 5.48 //` \\��__- //// / \' ) �'� I '/ / \/IIII�/ / // /- _ ' �' \`\,� Lu x Q / FFE �173.65' FN jr/ 473.65', / / 474.87� '/\ I / < _ _ U p 4err( \ v _ / Q \ 70/.04/ / / Z C/ 0 Nti DATE473.65' 475.53' _I- - ' 75.2' \ , / / t // it r l \ �- -\ � ,•- > ' STAIRS 1 /�7„ 1 'i/FFE=47678/ \ / / 912012022 E=473.65' II 473.6 Q _ O DRAWN BY pLr p / / rn / I / I / \ ` / _ ^ _ M. DENHARD N / I / 474.65' I / / / I I 1 \ / a) 1 t\ 472). ff / o�o , 476.19' / / I / I / / \` \ / / c I / / ( \ v 1 / C/) •2 / I / / / / I / J \ / \ o.,. / / \ 1 • DESIGNED BY Z // 6' I FFE=N76.85' -,/ // / I / r / 1\ Ill\l // , // \ / I I If 1% / C4 -\ / FFE=474.W, I 4.65' / / , / 7s.1s' I ' / / / _ \ / / / / 1 / I��I / ' " / / / / • M. DENHARD / STAIRS @ 60 !V / / / / , r _ _ ' ' / ' / _ / \ _ / / ) 1 \ / // ri ( - - - ' _ _ _\ / / / / / / / CHECKED BY /474.65' ( 1 / - % / / I • / / /r , °� I �°� / / / / / / / / �� �// // / / ) \ v . I ` \\ Ill\ \ / \ / ♦ \ ^ `. / _ - - _ i / - " - \ I \ : • 8. CICA OCKI --- / 7 FFE=477.50' \I i FFE=475.15'1 474.85' / I 1 476.85'of ll� 1 I \ 473.01Y I / 475,65' \ / / r _ J I / / / ' R / I / -Z/ // / / / / ` _ - _ - 7 1 1 477.50' / 1 II , STAI@ RS I6.2" \ /b• / 6 -472.18' 1 FFE=4751.65' I 475.95 \ Z 477.51' I / _FFEY477.94' / 1 / \,1` 1 / / / / / / / / / / I o / \ \ • 51STAIR @r/" 4h8.16' I FFE=47�.83' �Z FPE=476.15 \ \476.15'\ 06 47 479.7T _ _ - - - - -If \ SAN \ 1 •e°, o ` � \ \ ` � 1 \ .° •°° \ 1 1 •' 78.49 \ \ � 48 4' ` / \ a Y 1 �� / I , I /1 \ \ \ \ SA rC �218' 1 1 I R18' \,•,• 15, 475.1T \ \ S \ \ \ \ \ R15' 481.36' ` 8„W Sy ETBAY S'T^ EET I \ \ \ m \ / / ` / ^ \ I 1 I 8"W \ �"W ' / ^ \ / / r / / l // / 2 / / i ,' / / / I 1 I I I / / % //L z TC 1 � \ \ \ \ \ `\ \ \ \ ` ` ., R20' \ R20' A$3.09' Q o) a \ \ as z / 1 _ / / / / / / / / 1 �� // /` ` I / r J > LLJ 473�6;, / 47 I86' \ \ \ � I , 1 1 1 I _ � \ ` 1 \ / /' , / / / 1 � I / / / / i \ 1 L ' / / f ^ � ' J, l ,, /1 \ ' 1 _ 1 � � z / 474.86' I 7 I I I / \ / / / / / I \ / \ I - >` 1 / 473.86' ' 475.Ss' %l\6.86' \ \ C (n- ( ` 47co 8.$6' \ 479.86' y�l / / � I < 474.86' I \ 477.86' \ \ 48 1' Z / J (\ _ _ / _ _ _ _ / / I / / 1 \ l \ ` _ _ _ \ Lu Q \ \ \ \ 476,86' \ \ 479.86' 1 - , - / / / / / I \ \ _ - / /_ \ 86 -0co V V - - . / 9 STAIR 10 STAIFj _ _ - - - _ \ W 0 / ,@ 7 / 10 STAfEF 9 STAI 9 ST/AIR I S jRS ' / Aa51 1 \ / ' - / / / / 1 / I l l/ ' \ \ \ \ \ } LL� 9 STA1 FF ~ FFELU S.bO' e.a. >> I' e. /. a\a �'-- i e / ` e~ t0 •/ L 25' / '/ 1 / ` / // \ \\\ J O .17' 489.15' 1 rd HOR OIL ROA ' ` /\ / ' \ - - - - � --- -- __-_ _ --' � "- 1 { I` - i/'/ f90RlZONR ADI � \ ' I I _,'---- _-- ----- - - --_---'__-- - - - T8 w PR POSED 69' VD T l < \ / I rC \ a85.3a' \ I r� I � I - - - - - - - \ I RtW I INST.INO.202 / .. 1�/ / /\ I 1 4,e4.75' W CPS r / I / >t 1 v ---_-_--__-// � c r - Ir ` - _ 1 `_ i �• /L \ 1 \'4 \ )/� /`- JOB NO. /-- -- - --- ----------- I `/ J^\I\v/ ! / (> / 1 / /_\" /`\ I •\-/r / r' SCALE L 47036 w L SHEET NO. KEY PLAN CS. Jr' L \ TH o / CG-12 CROSSING #1 llf Q MATCH ISTIN ___� 0 "✓1 45485 s9 /// \ ' .� ryan D. Cichocki � 2 TIE INTO 4 6' s U EXISTING p lie. No. 53741 \A SID12/9/2022 4' / EW _ S � IONAL �lyG / cP% \ _ — _ — _ — — — 455 I M CH EXISTING d� Q / ,�, 454.75t �— a5z. 4 �� oll� CG-12CROSSING#2 E 0 N N 453.10 KEY PLAN o / CG-12 453.0 > E ' CURB Q w v E � I � AMP �. 1. W 'N 3 \ 452.26' _ \ LL tj o / w0 �O W L M o O l a � cJ °o z ° 452.64 °o°bo a F. o n° 0 o ° 0 453.02 , ' ' / 3 O ' N J nQ LL Lu O 0i 452.73 F o w O / 00 O O \ O G-12 \ 452.35 > \ \ `/) F RAMo CURB / l/ U Q \ P o "� � oo \ � ' Q ' 00 / z ' o0 452. 0 ' \ 452.48 ' 452.76t °P 1 / DATE ` MATCH / 912012022 O EXSTING / } DRAWN BY tk o M. DENHARD > ��°\ • DESIGNED BY 452. 1 / NPR • M. DENHARD _ I •SCALE 1"=5' CHECKED BY ' .67± / • B. CICHOCKI / MATCH STING / 0 510, / • • SCALE I\ • 1'•=20' CG-12 CROSSING #1 (HONEY BEE WAY & HORIZON ROAD) ,-i i-aes.aa cn W / CL 06 z Z/ / / / I ---- - - - - -- - 486.58 486.67 ----- 48605 -' ' / TIE INTO 486.05 f i ' / 11 EXISTING / 'n S4DEWALK 486. 486.93 487.02 / / W 485.W. (� �' 4A / Q TCH� O> O EASIN6 --- - - - - -- O° maroc,_ 53 0.50k LLJ Q 85.40� 02.000 Q \ / / I / > ° 48552 / 486.76 o Q 485.29t o°o W_j MATC ISTING 485.61 /— O oiQ 489.39' / m W ° / / 1--i Q CL 00 / I 486.85 \ / \ / 486.94 / MATCI-r LL 4 5.49 O 2p0bI o° .QURB EXISfNG o° / / \' W Q (Mpv, - oo RAMP 489.44 z 0/0 / ° 485.58 2• 485.61 - / / / O m O o b \ - 4 U --MATCH EX%SjINd CURB \RAMP \ - // O TC \ \ \ SCALE 1"=5' O I \ \ 489.15' // 0 5' 10, \ I TC 1 488.60' 1 HORIZON ROAD A CG-12 CROSSING #2 (SWALLOWTAIL LANE & HORIZON ROAD) JOB NO. 47036 SHEET NO. C5.6 L PROJECT INFORMATION ENGINEERED JIM CLARK PRODUCT 24D463-0124 MANAGER: JAMES.CLARK@ADS-PIPE.COM MICHAEL GREEN ADS SALES REP: 304-240-OD82 MICHAEL.GREEN®ADS-PIPE.COM PROJECT NO: S244525 Advanced Drainage Systems, Inc. SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-7200 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MG-7200. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-168, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60xl01. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 560 LBSIINAN. THE ABC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F /23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 225 448.00 443.50 443.DO 443.D0 443.DO 442.D0 441.DO 438.45 437.92 436.19 435.19 SiteASSIST" a D FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE RT INSTALLATION APP Q •!5✓- IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM 1. STORMTECH MC-7200 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURERS REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-72DO CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (3DO mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12" (300 mm) BETWEEN ADJACENT CHAMBER ROWS. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 12. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MG-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-72DO CONSTRUCTION GUIDE'. 2. THE USE OF EQUIPMENT OVER MC-7200 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE STORMTECH MC-7200 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1.888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. - SWM A NOTES • • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. Y Q > Y o ` t3 0 CHAMBERS D END CAPS • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR w O E DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. Q J w j 3 I W VOLUME (CF) (PERIMETER STONE INCLUDED) • • • THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY. TO MINIMIZE THE LEAKAGE POTENTIAL OF LINER SYSTEMS, THE MEMBRANE LINER SYSTEM SHOULD BE DESIGNED BY KNOWLEDGEABLE GEOTEXTILE PROFESSIONAL AND INSTALLED BY A QUALIFIED CONTRACTOR. NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. DO ❑ O _ OTn W K 2 U 00 m 9' o w n ; w i w i DNS - SWM A .E GRADE (TOP OF PAVEMENT/UNPAVED) E GRADE (UNPAVED WITH TRAFFIC) E GRADE (UNPAVED NO TRAFFIC) E GRADE (BASE OF FLEXIBLE PAVEMENT) E GRADE (TOP OF RIGID PAVEMENT) TOP OF MC-7200 CHAMBER 18" TOP MANIFOLD INVERT 24" TOP MANIFOLD INVERT 24" ISOLATOR ROW PLUS G 24" BOTTOM CONNECTION 1 N Cm 18' PARTIAL CUT END CAP, PART# MC72DOIEPP18T OR MC72DOIEPP4li4 TYP OF ALL MC-720018" TOP CONNECTIONS 18" X 18" ADS N-12 TOP MANIFOLD INVERT 29.36" ABOVE CHAMBER BASE (SEE NOTES) PROPOSED STRUCTURE W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 2.7 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 10.9T - 25.91' 5.99' 13.iB' ON ....... .- h INSPECTION PORT !! ISOLATOR ROW PLUS (SEE DETAIL) INSTALL FLAMP ON 24" ACCESS PIPE PART# MC720024RAMP (TYP 2 PLACES) 45.02' 56.06' 6' ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN 4 (SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE) OUTLET STRUCTURE PER PLAN MAXIMUM OUTLET FLOW 14 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 24"ADS N-12 BOTTOM CONNECTION INVERT 2.26" ABOVE CHAMBER BASE (SEE NOTES) PLACE MINIMUM 17.6 OF ADSPLUS176 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 2C X 24" ADS N-12 TOP MANIFOLD INVERT 23.05' ABOVE CHAMBER BASE (SEE NOTES) 24" PARTIAL CUT END CAP, PART# MC72DOIEPP24T OR MC72001EPP24TW TYP OF ALL MC-7200 24" TOP CONNECTIONS 24" PARTIAL CUT END CAP,PART# MC72DOIEPP24B OR MC720DIEPP24BW TYP OF ALL MC-7200 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS STRUCTURE PER PLAN WIELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 28.5 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) THERMOPLASTIC LINER (30 mm) (SEE TECHNICAL NOTE 6.50 / PROVIDED BY OTHERS I DESIGN BY OTHERS) 10- tl o � pa a f qoq �C ® K Ooc € o Q E q Y Z5 2 0 a ,a to B'dB G I` i OE a H o� (i U ms� 2 al o m 20 CK ool r3 g gl b a = 13 gm� 3o Mo 3 SHEET 1 21 OF SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-3500. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. S. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6, CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<l MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/I WIN. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F /23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 22,288 Z�VE ELEVATION 4 6,465 SYSTEM AREA(ft-) 430 SYSTEM PERIMETER 459.65 _ 453.65 453.15 453.15 453.15 452.65 451.65 449.57 44a.07 448.05 447.90 446.90 445.40 INVERT IS- PARTIAL CUT END CAP, PART# MC35001EPP18TC OR MC35001EPP18TW N TYP OF ALL MC3600 18' TOP CONNECTIONS N N 18' X 18" ADS N-12 TOP MANIFOLD INVERT 20.03" ABOVE CHAMBER BASE (SEE NOTES) SiteASSIST" RIP FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE a INSTALLATION APP IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. STORMTECH MC35DO CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC35W CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC4500 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM -6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF IT (3DO mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MC35DO CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MG-35DDIMC4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC3500/MC-4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-88"92-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY. 150.70' - 139.94' - 132.58' 125.60' PLACE MINIMUM 17S OF ADSPLUS175 WOVEN INSPECTION PORT GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR ISOLATOR ROW PLUS PROTECTION AT ALL CHAMBER INLET ROWS (SEE DETAIL) S" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER! SOLID m OUTSIDE PERIMETER STONE) tOJ PROPOSED STRUCTURE MW W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 11 CFS T (DESIGN BY ENGINEER! PROVIDED BY OTHERS) m T F�L3 n33.05' aim 14.33' 2150' 215D'38.82' 18. O) C0 Y O J m O F- H- O Tn 53 OUTLET STRUCTURE PER PLAN ,O„ MAXIMUM OUTLET FLOW 4 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) C E - 18" PARTIAL CUT END CAP, d T PART# MC35001EPP18BC OR MC35001EPP188W F C0 TYP OF ALL MC-3500 18" BOTTOM CONNECTIONS 18" X 18- ADS N-12 BOTTOM MANIFOLD m VINVERT! 1.77" ABOVE CHAMBER BASE C E m (SEE NOTES) *0 L 24' PARTIAL CUT END CAP, PART# N V MC35001EPP24BC OR MC35001EPP24BW TYP OF ALL MG-3500 24" BOTTOMEll CONNECTIONS AND ISOLATOR PLUS ROWS n STRUCTURE PER PLAN WMEIR MAXIMUM INLET FLOW 11 CFS 20 (24- SUMP MIN) w INSTALL FLAMP ON 24" ACCESS PIPE M 4 PART# MC350024RAMP gg (TYP 2 PLACES) ,D V = N 18" X 18' ADS N-12 TOP MANIFOLD INVERT 20.03" ABOVE CHAMBER BASE (SEE NOTES) tom 4 SHEET w OF 1 OR APPROVED EQUAL v ryan D. Cichocki Lie. No. 53741 12/9/2022 ,ZONAL m E O O M U N � N C > E w ai E >: w w 3 Q LL o 3 p LL - wO `mom 0 W L M Qom_ Voo W J -N N rn 0 IA N W z w � ~ = x U) oC=LL I n = -11 =v>� F Q c Y � N W M a � o w � H DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE I "=So' J� T 06 O JOB NO. 47036 SHEET NO. C6.6 L � _ VARIABLE INLET LOCATIONS � m 72"MANHOLE \ \ 30' FRAME &COVER 24"OUTLET PIPE VARIABLE OUTLE 24" INLET PIPE LOCATIONS <'- FIN ARRAY "'� ° \ / (TYP 4 PLACES) \ \ / INTEGRATED INTERNAL WEIR TYPICAL PLAN VIEW NTS 30" FRAME & COVER ASPHALT INSTALLATION /r TURF INSTALLATION � � I � .... 1 1 9YV.OV RIM INTEGRATED INTERNAL WEIR a a 43829 INLET BOWL FIN ARRAY (TYP 4 PLACES) '124° q 24' INLET PIPE � 3D" FRAME & COVER / WQU4 BARRACUDA S6 UNIT 24' OUTLET PIPE (72" MANHOLE PROVIDED BY BAYSAVER) SITE SPECIFIC PLAN VIEW NTS I BARRACUDAS6 I INTEGRATED INTERNAL WEIR 24" INLET PIPE - (24- OUTLET PIPE NOT SHOWN FOR CLARITY) 15.43't BOWL FIN ARRAY (TYP 4 PLACES) SECTION VIEW B-B NTS 12" (MIN) 114.1" (43"MIN) 16.59' [199.1� 85" � � C Q Y > O � J j m W ❑ Yul 3 c (3 w O F 5 t 0 O N ¢8 ° J 1(0y� a it n Y o ww i 2 U ❑ � IS O € w W W II u�W E Q � tl tl ® -O o a cn 3 ° Za EI l0 m 0 v) o S? 6 E 0 J pNO mO O g V �Bill � 3A o CK J z° oa r g U)J_ 0 f Is O-° Z SHEE 5T 1 OF ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS 0 AASHTO MATERIAL N > Y Y t MATERIAL LOCATION DESCRIPTION COMPACTION /DENSITY REQUIREMENT 0 LU CLASSIFICATIONS _I 3 FINAL FILL: FILL MATERIAL FOR LHYER'D` STARTS FROM THE PREPARE PER SITE DESIGN ENGINEERS PLANS. PAVED _J j Im V) w U D ' L TOP OF THE'CAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. NIA INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND m n PAVEMENT UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. 0 R PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER SUBBASE O O `X Is AASHTO M145' K N INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, <35% FINES OR A-1, A-2A, A-3 BEGIN COMPACTIONS AFTER 24" (6W mm) OF MATERIAL OVER 2 Q o w TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (800 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN F U M C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12• (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR 0 SUBBASE MAY BE A PART OF THE'CAYER. ' L PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS AASHTO M43' WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR BIB a LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 58, 7, 78, 8, B9, 9,10 PROCESSED AGGREGATE MATERIALS. o a EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO MI B FROM THE FOUNDATION STONE CA' LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. ABOVE. _ A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVER FLAT SURFACE xs ° E o SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER 3,4 � Qo PLEASE NOTE: E S 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR#4 STONE WOULD STATE:'CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". ° € 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR 6 6 ° 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR 3 COMPACTION REQUIREMENTS. 4. ONCE LAYER'C IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ° B 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE ON BOTH SIDES OF 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE BETWEEN COVER STONE AND C LAYER 33 # 5 THERMOPLASTIC LINER ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS. H 3 SEE ADS TECHNICAL NOTE 6.50 FOR NON -WOVEN WEIGHT RECOMMENDATIONS. PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER a w J �O- p \ a 9 s 2 ad 0 \ ' \ \ 'TO BOTTOM OF FLEXIBLE PHVEMENT. FOR UNPAVED \ \ D \ y IY \l \ \\ T. X,„ ..L INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR PERIMETER STONE ��<.R ; F ! r^: G. INcaeasE coven To sa'osa mml. 24' (2.1 m) gw (SEE NOTE 4) "� ' "`-`' " - - (600 mm) MIN' MAX 2 $ 1IT (300 mm) MIN OVRt © w \ 3 - EXCAVATION WALL "'THIS CROSS SECTION DETAIL REPRESENTS 80" ® € (CAN BE SLOPED OR VERTICAL) (1524 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE THE LAYOUT FOR SEE SHEETS) - E � PROJECT SPECIFIC REQUIREMENTS. IUD 9 ° ll °3 _ DEPTH OF STONE TO BE DETERMINED _ Ilr-I K �GITI- _I dll- -.„� r I- ,, ITI� �I=III OI ii i= = 1-.-_ .III-� I, I11,11-If�,I, �I BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN 9" - V N 0 E }4 m t m MG7200 100' (2540 mm) 12' (300 mm) MIN SUBGRADE SOILS (230 mm) MIN di U Q END CAP OVERLAP ON TOP (SEE NOTE 3) SEVERAL INCHES TO ANCHOR (PER p MANUFACTURER'S c b� RECOMMENDATIONS) O0 g �O z NON -WOVEN EARTH - SIR NOTES: GEOTEXTILE �3I NON -WOVEN 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 60x101 ANGULAR GEOTEXTILE -9 '" 6 BE STONE _ 8a® 2. MG7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. THERMOPLASTIC 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION LINER' FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. THERMOPLASTIC LINER DETAIL m € 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. I o 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING CHAMBERS SHALL HAVE INTEGRAL INTERLOCKING STACKING LUGS. 5 a • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". \ • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EOUALTO 500 LBSAWIN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD ORYELLOW COLORS. 7 SHEET 1 A 1 OF 96"MANHOLE a / \ \� VARIABLE INLET \ LOCATIONS 18" OUTLET PIPE \ 30' FRAME & COVER a a I 11 \ 1W INLET PIPE FIN ARRAY \ / / (TYP 4 PLACES) INTEGRATED \. \ INTERNAL WEIR VARIABLE OUTLET LOCATIONS r W TYPICAL PLAN VIEW NTS 30" FRAME & ASPHALT INSTALL/ INTEGF INTERNAL 447.27 OUTLET — — FIN A (TVP 4 PL SECTION VIEW A A 30" FRAME & WQU° BARRACUDAS (96" MANHOLE PROVIDE BY BAYSAVEF 1 B" OUTLET PIPE SITE SPECIFIC PLAN VIEW NTS I BARRACUDA SO I INTEGRATED INTERNAL WEIR 18" INLET PIPE (18- OUTLET PIPE NOT SHOWN FOR CLARITY) 2200, BOWL FIN ARRAY (TYP 4 PLACES) SECTION VIEW B-B NITS 18" INLET PIPE IT (MIN) 1 152.8" (44'MIN) 134' F � w Y w O 3 w � co LU C o O O O N N Tn w a a � � o a fi - (Q o a _ N p� u Lo_o pV 3 E 9G mno� 23.90' aw � € [287�1 m J LX � 0Lu �V = o J i0 �O a o12 z a Oo zW O 1'o Z€ 6 SHEET 12 OF ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS C6 Y 0 AASHTO MATERIALCLASSIFICATIONS ? t3 t MATERIAL LOCATION DESCRIPTION COMPACTION /DENSITY REQUIREMENT o w € 3 FINAL FILL: FILL MATERIAL FOR LAVER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED J4d m U D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND w ❑ m PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. ER PAVEMENT SUBBASE MAYBE PART OF THE'D' LAYER O N AASHTO M145' 0' m a g INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, <35%FINES OR A-1, A-2A, A-3 BEGIN COMPACTIONS AFTER 24' (600 mm) OF MATERIAL OVER = Q x o m DM TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (800 mm) S PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN F U 4i o C HETOPOF ETHAT PAVEMENT OR 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR O G € SUBBASABOVE OFMBE'C'LAR. PARTTHE SUBBASE MAY BE A PART OF THE'C' UAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS AASHTO M43' WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR Tn w �' LAYER PROCESSED AGGREGATE MATERIALS. < 3, 357. 4, 467. 5, 56. 57. 6, 67, 68, 7, 78, 8, 89, 9, 10 m EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M4W B FROM THE FOUNDATION STONE (A' LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. rc ABOVE. - 3 d9L A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.�a SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3.4 � PLEASE NOTE: g 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO MI STONE". 3 € 3 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9' (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 5 m 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR <� COMPACTION REQUIREMENTS. 'C' IIIIT w "+ 4. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER OR TY AT THE SITE DESIGN ENGINEER'S DISCRETION. F � g 9 a " ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL 3 AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS ff :d if a 4 \ \ \A \ \ lY \ \ } \ \ \ \ 'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED \ l t % \ \\ % \ �\ \\) i l \ 1 \� Z h � \ \ 1 \ \\ INSTALLATIONS WHERE RUTTING FRGM VEHICLES MAY OCCUR \ ii� ?\ h\ r\i`\. t\ r\ D\ 2 1r\\.i _ , PERIMETER STONE hr\=<\ yl\ \ . /(l f/ter/ /ETA/c/T if _ll{/f_, I ",I INLREABE COVER T02G"I600 mm1. � 16" � � V��� (2MAX (SEE NQTE 4) (.!�//(h�-�I �� _ MIN* 12"(300 mm)MIN °-ga 0 EXCAVATION WALL € (CAN BE SLOPED OR VERTICAL) ! ( 45" "'THIS CROSS SECTION DETAIL REPRESENTS ® m �1 (1143 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. i Z PLEASE SEE THE LAYOUT SHEET(5) FOR U w GR ( PROJECT SPECIFIC REQUIREMENTS. MIX N § S@ 7 Illdl III II=11 DEPTH OF STONE TO BE DETERMINED T L H II III "I 11- II_ =11f=1 II IIf=11 II III_- - - I- I I -I - -. BY SITE DESIGN ENGINEER 9' (230 mm) MIN Q E m .K S 6" 150 mm MIN �. _. _ r� ( ) II I I II IJIL-Iuu-ulJlf-I r�lf- Q �� 6" 77 12" MIN ND CAP (150 mm) MIN (1956 mm) (300 mm) END CAP SUBGRADE SOILS J 8 o (SEE NOTE 3) F ° JO m 0� z NOTES: w o :W p mo C_ 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418.1 Sa, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION ~ 5 W 4SX76 DESIGNATION SS. = w 3 2. MC3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FORSTRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". aw ww 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION I m FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. w € m 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. o 5. REQUIREMENTS FORHANDDNGAND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING CHAMBERS SHALL HAVE INTEGRAL INTERLOCKING STACKING LUGS. � a TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". \ a• TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION a THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBSIINAN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8 SHEET 12 OF OR APPROVED EQUAL ryan D. Cichocki' e Lie. No. 53741 12/9/2022 /&;SI0 L M E 0 u N � N C > E a E w Q U. o 3 p U. wO `mom �� UOMo Z w —N O a LO w ENJ a m IT 30 )x Url w Ln i c ry Z O Fv> c El U) o N W N W M � I= H O x 0 0 F p w w LU ❑ Q Z O DATE 0 912012022 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE NA • T 06 O 0 LU U 0 z OQ J > O mLu Qz ' < Lu LU LU 1� QLu Q O z Q ° U O W O0 z O 0 v JOB NO. 47036 SHEET NO. C6.7 L COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY CATCH BASIN SITE DESIGN ENGINEER OR MANHOLE (24" [600 mm] MIN RECOMMENDED) INSPECTION $ MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT INSTALL FLAMP ON 24" (600 mm)ACCESS PIPE PART MC720024RAMP r MC-7200 CHAMBER 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #. MC72001EPP24B OR MC72001EPP24BW MC-7200 ISOLATOR ROW PLUS DETAIL A INSPECTION PORTS (IF PRESENT) A.I. REMOVEIOPEN LID ON NYLOPLAST INLINE DRAIN A2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT OR ABOVE 3. 80 mm PROCEED TO STEP 2. IF NOT PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT OR ABOVE 3" 80 mm PROCEED TO STEP 2. IF NOT PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 79.1" (2010 mm) INSTALLED MC-7200 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB LOWER JOINT CORRUGATION 83.4' (2120 mm) 60.0" 1 (1524 mm) 61.0" (1549 mm) I100.0" (2540 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0-X60.0•X79.1- (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m-) MINIMUM INSTALLED STORAGE" 267.3 CUBIC FEET (7.56 m") WEIGHT (NOMINAL) 2051bs. (92.9 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.0" X 61.0- X 32.8" (2286 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m-) MINIMUM INSTALLED STORAGE' 115.3 CUBIC FEET (3.26 m3) WEIGHT (NOMINAL) 901bs. (40.8 kg) 'ASSUMES 12" (305 mm) STONE ABOVE, W (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLESAT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'W PARTIAL CUT HOLES AT TOP OF END GAP FOR PART NUMBERS ENDING WITH T END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" PART # STUB B C MC720DIEPPOBT 6' (150 mm) 42.54" (1081 mm) - MC72001EPPDOB - 0.96" (22 mm) MC72001EPPOBT 8' (200 mm) 40.50" (1029 mm) - MC72001EPP08B _ 1.01" (28 mm) MC72001EPP10T 10" (250 mm) 38.37' (975 mm) - MC72DOIEPP10B - 1.33" (34 mm) MC72DOIEPP12T 12" (300 mm) 35.69' (907 mm) - MC72001EPP12B - 1.55" (39 mm) MC72001EPP15T 15"(375 mm) 32.72' (831 mm) - MC720DIEPP16B - 1.70' (43 mm) MC72DOIEPPIST 18'(450 mm) 29.36' (746 mm) - MC72001EPPIBTW MC72001EPP18B - 1.9T (50 mm) MC72001EPP18BW MC72001EPP24T 24"(BOO mm) 23.05"(585 mm) - MC72001EPP24TW MC72001EPP24B - 2.28" (57 mm) MC72001EPP24BW MC72001EPP30BW W' (750 mm) - 2.95" (75 mm) MC72001EPP36BW 36" (900 mm) - 3.25" (83 mm) MC72001EPP42BW 42' (1050 mm) - 3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL CREST WEB UPPER JOINT CORRUGATION CREST STIFFENING RIB FOOT 32.8" (833 mm) INSTALLED 38.0" (965 mm) I` CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24' (300-600 mm) SIZE ON SIZE AND 1648" (375-12D0 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MG-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. NTS CONCRETE( PAVEN CONCRETE SLAB 6" (150 mm) MIN THICKNE STORMTECH CHAMBER OPTIONAL INSPECTION PORT MC-7200 END CAP ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS �( I� 12" (300 mm) MIN WIDTH ^7NCRETE COLLAR NOT REQUIRED )R UNPAVED APPLICATIONS 8•NYLOPLAST INSPECTION PORT BODY (PART# 2708AG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4' (100 mm) SDR 35 PIPE 4' (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAYBE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS MC-3500 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB CREST CREST WEB STIFFENING RIB LOWER JOINT CORRUGATION FOOTI UPPER JOINT CORRUGATION W IN THIS DIRECTIW b 77.0" 75.0' (1956 mm) (1905 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m-) MINIMUM INSTALLED STORAGE' 175.0 CUBIC FEET (4.96 m-) WEIGHT 1341bs. (00.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 75.0' X 45.0" X 22.2' (19D5 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m-) MINIMUM INSTALLED STORAGE" 45.1 CUBIC FEET (1.28 m-) WEIGHT 491bs. (222 kg) "ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6' (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T' END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W' END CAPS WITH A WELDED CROWN PLATE END WITH "C' PART # STUB B C MC350DIEPP06T 8" (150 mm) 3321• (844 mm) MC35001EPP06B - 0.88" (17 mm) MC35001EPPOBT 8" (200 mm) 31.16' (791 mm) - MC35001EPP08B - 0.81•(21 mm) MC35001EPPIOT 10"(250 mm) 29.04" (738 mm) - Mp5001EPP10B - 0.93" (24 mm) MC35DOIEPP72T 12"(300 mm) 26.35" (670 mm) MC35001EPP128 - 1.35" (34 mm) MC350DIEPP15T 15' (375 mm) 23.39' (594 mm) MC35001EPP15B - 1.50" (38 mm) Mp5001EPP18TC 18" (450 mm) 20.03" (509 mm) - MC35001EPP18TW MC35001EPP18BC - 1.77"(45 mm) MC35001EPP18BW Mp5001EPP24TC 24' (B00 mm) 14.48" (368 mm) - MC35WIEPP24TW MC35001EPP24BC e 2.06" (52 mm) MC35001EPP24BW MC35MIEPP30BC 30' (750 mm) - 2.75' (70 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 86.0" (2164 mm) INSTALLED 90.0"(2286 mm) ACTUAL LENGTH 22.2" (564 mm) INSTALLED 25.7" I� (663 mm) � Q Y � O L J m LU 0 Y 3 O (3 w O F J t OO N ¢0 O J i N Q o w = x O w (n o a a � E O F Up oyy 4) N N 3 F 1 €0p E pV C m N = °ff Bw O mm O� m �i � 9 x o O it oa rg �b �o e; i= F110 9 SHEET 11 OF Ell V tr rE N E N -0 L U 0 N� m wy °z a �G o� WF cc N O m u6J m H wO o ow CUSTOM PARTIAL CUT INVERTS ARE �K g oz b AVAILABLE UPON REQUEST. g .D i o INVENTORIED MANIFOLDS INCLUDE to 12-24" (30D-600 mm) SIZE ON SIZE AND 1548' (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-W0 " o END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE E INVERT LOCATION IN COLUMN 'B' 1 ARE THE HIGHEST POSSIBLE FOR € 1 SHEET 1 THE PIPE SIZE. OF COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD INSPECTION S MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART#: MC350024RAMP r MC3500 CHAMBER 24- (B00 MM) HUPE ACCE55 PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART M MC35001EPP24BC OR MC35001EPP24BW MC-3500 ISOLATOR ROW PLUS DETAIL A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. F9T:i!YixN:l UNDERDRAIN DETAIL_ NTS STORMTECH CHAMBER UTLET MANIFOLD FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE - STORMTECH END CAP FOUNDATION STONE BENEATH CHAMBERS `I ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE DESIGN ENGINEER 4" (100 mm) TYP FOR SC310 8 SC-16OLP SYSTEMS 6' (150 mm) TYP FOR SC-740, DC-780, MC-3500 8 MC-4500 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS .r STORMTECH END CAP 12" (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER 12" (300 mm) MIN INSERTION NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FORA PROPER FIT IN END CAP OPENING. SECTION A -A DUAL WALL PERFORATED HDPE -� UNDERDRAIN SECTION B-B 12' (300 mm) MIN SEPARATION MANIFOLD HEADER MANIFOLD STUB OPTIONAL INSPECTION PORT r MC-3500 END CAP ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.26 (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CONCRETE COLLAR PAVEMENT 1 ' CONCRETE SLAB 6" (150 mm) MIN THICKNESSI STORMTECH CHAMBER k - 12' (300 mm) MIN WIDTH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS W NYLOPLAST INSPECTION PORT BODY (PART# 2708AG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAYBE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS E C s 0Ed y� d .. � ¢p (• E N 02 rc 1. Q a m N - tlo � NU I m m o WW O m E~ sw ¢� _ �o O m d o m Ba® �F 9 m2 0 �a E 1 O SHEET I 'll OF O m U) ; t Y Ld OJ -1 p Q W O U o O O O N cf)O W 2 P. 12 SHEET 1 OF OR APPROVED EQUAL 0 z s S 0 ryan D. Cichocki ' e Lie. No. 53741 12/9/2022 /''TONAL z O a_ u U) N W 0 z O V) W DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N/A T 06 0 w U c 0 > 0 Z ' 2 W m UJ Q Q 0 ui z _ I D Q 0 ^^ U W 0 0 0 � 0^, v JOB NO. 47036 SHEET NO. C6.8 L 40.0 in 222.0 in 210.0 in 15 12 5.5 in 176.0 in 4 13 15.0 in 1 24.0 in r ;4 12 12 45.0 in 4.0 in �-/ 24.0 in � J 11 5 _�24.0 in-- fi + -- MOUNTING BRACKET 7 LAYOUT PRECAST DETAIL 6.0 in 84.0 in 72.0 in 63.0 in 49.7 in 23.8 in 15.0 in 3.0 in 12" x 3E CONVEYANCE 21.0 in SECTION C-C SCALE 1:60 017.3 in 24.0 017.3 in 5.0 in 3.0 in SECTION D-D SCALE 1:60 in 1 72.0 in PARTS LIST ITEM QTY DESCRIPTION 1 1 PRECAST VAULT 2 1 UFF INLET PIPE 3 1 UFF OUTLET PIPE 4 42 MODULE LID 5 2 SUPPORT FRAME 6 2 COVER 30 IN 7 4 WEDGE WALL MOUNT 8 2 COVER 24 IN 9 2 BYPASS HOOD 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 14 42 RIBBON MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE 16 1 MCMASTER-CARR 488OK173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB 1. STRUCTURE WALL AND SLAB THICKNESSES ARE NOT TO In SCALE. 2. CONTACT HYDRO INTERNATIONAL FOR A BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3. CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE PROJECTION W E0 IF IN DOUBT ASK DATE SCALE: 6/29/2021 1:60 DRAWN By. CHECKED BY: APPROVED BV KS; TN. UP-FLO FILTER (285R) Oft X18.5ft 42 MODULES UFF-1 SOUTHWOOD 9 & 11 SIZE (in) It x 18.5 ft 4 4 RICHMOND, VA Hydro International hydro-inl.00m 02021 HYDRO INTERNATIONAL WEIGHT: I MATERIAL STOCKNUMBER: 1 DRAWING W.: 21_12_2433-UFF-1 SHEET SIZE: I SHEET. RV. B 2OF3 A A 96.0 in+/- 84.0 in 72.0 in 49.7 in 24.0 in 24.0 in 0.0 in CAPACITIES SECTION A -A SCALE 1:60 n RIM: 452.00+/- ft TOS: 451.00 ft WEIR: 448.14 ft INLET: 446.00 ft OUTLET: 446.00 ft SUMP: 444.00 ft 1. Minimum performance: 80% removal. NJDEP - NJDEP Blend; NJCAT, Sil-CoSil 106 (d50 = 22 microns) at the peak treatment flow. 2. Maximum number of modules per outlet module: 38 " 3. NJDEP peak treatment flow:.033 cis (15 gpm) per module, Ribbons 4. WA DOE peak treatment flow:.022 cis (10 gpm) per module, Ribbons /_1a]e1kI[a]Z04a]*9Eel M1011*1 V LTA _\I[e7Z 1. " Normal operating W.S.E. Is 2.14' above the outlet invert at the peak treatment flow of .033 ofs (15 gpm) per module. For a given flow the head requirement can be reduced by adding additional filters. 2. "" Treatment flows that require more modules will require a larger vault design or different arrangement. 3. Media Types Available: New Jersey - Ribbons; Elsewhere - CPZ SECTION B-B SCALE 1:60 PARTS LIST ITEM QTY DESCRIPTION TYPE SIZE 1 1 PRECAST VAULT 8ftx 1l 2 1 UFF INLET PIPE HDPE 24 3 1 UFF OUTLET PIPE HDPE 24 4 42 MODULE LID 5 2 SUPPORTFRAME 6 2 COVER 30 IN 30 7 4 WEDGE WALL MOUNT 8 2 COVER 24 IN 24 9 2 BYPASS HOOD 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 285R 14 42 RIBBON MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE 16 1 MCMASTER-CARR 4880K173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB 1. STRUCTURE WALL AND SLAB THICKNESSES ARE NOT TO SCALE. 2. CONTACT HYDRO INTERNATIONAL FORA BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3.CONTRACTORIS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE I REVISION HISTORY PROJECTION � E9 IF IN DOUBT ASK DATE: SCALE: 6/29/2021 1:60 DRAWN KSM BY. CHECNEDBY: APPROVED BY TB. UP-FLO FILTER (285R) Oft 18.511 42 MODULES UFF-1 SOUTHWOOD 9 & 11 RICHMOND, VA Patent: W .hydm-int.GDm/Patents Hydro International Re hydro-inl.wm 02021 HYDRO INTERNATIONAL WEIGHT: I MATERIAL STOCKNUMBER: 1 DRAWING NO.: 21 12 2433-UFF-1 SHEETSME: I SHEET: Rw: B 1 OF 3 A OR APPROVED EQUAL v ryan D. Cichocki Lie. No. 53741 12/9/2022 ,ZONAL LM Z O Q. C . L V C o ` L z F O� N w C Lu Q p DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N/A 06 0 _J Vl Q LU U 0 � > 0 LLJ iY Z Q III g W DO Lu r-I a 0 W O (wn � z "� • Z Q O 0 ^ U w 0 0 0 z 0 2 � 0^, v JOB NO. 47036 SHEET NO. C6.9 L ao M � M N LO u� N 102: MH-1 04 (D � v ++ 64 C. STA 10+16.22 = j TOP 430.22 v Z O > INV IN 426.18 (103) 9 ~ 0 z_ ~ INV OUT 426.08 (101) 450 108: MH-1 rai STA 13+01.04 o TOP 437.16 o INV IN 429.89 (109) Q 0 (N Lo INV OUT 429.77 (105) �oMn a g+ n uoi o avv 0 O F O> O �(pFZ z EL HO> U)FZ ON 2 H o 0 In0Z M + N H �0Z0 a N U) 0 Z 450 455 SEE CONTROL 445 STRUCTUZE 445 DETAIL F R SWM A STORMTE H APPROX. EPTH O 440 BLDG FO TE = 432.2 440 -nnnl 440 TOP =1 EXISTING PROP SED GRADE TECH SWM TION DETENTION WITH GRAD ISOLATOR ROW BOT. 436.000 435 / ` " 435 � 433.250 INV. = 1� / J 430 430 109 105 23.46' OF 1g j.j6 OF 24" HDPE 2 ' HDPE @ 3.25% 425 1.00% 425 lot- 12.70' OF 103 L103fAPPRCX. 24" HDPE 25.7 ' OF DEPTH OF @ 0.50% 24" DPE 67.8 ' OF BEARING LOAD PLAN @ 0 50% 24" 1 iDPE 420 @ 0 75% 420 415 415 Nv v v v v v v 9+50 10+00 11+00 12+00 13+00 STR 100 - SWM A HORIZ SCALE: 1 "=50' VERT SCALE: V=5 203A: MH-1 (72" DIA.) 20513: MH-1 STA 10+72.92 STA 10+11.79 TOP 454.72 TOP 455.15 INV IN 446.75 (205A) INV IN 446.90 (205C) INV IN 446.45 (203B) INV OUT 446.90 (205A) INV OUT 446.35 (203) 470 204: MH-1 (72" DIA.) STA 10+23.62 TOP 457.80 INV IN 446.76 (205) INV OUT 446.90 (205C) INV OUT 446.66 (203B) SWM A: Ic DETE ISOI 450 450 445 PROPOSED GRADE EXISTING GRADE 445 2.8' 13.5' 440 OP = 440.000 440 �TORMTECH VTION WITH ATOR ROW 121 10.37' OF 435 BOT. = 436.00 435 INV. 433.250 12" HDPE @ 2.69% 430 430 425 425 420 420 O v v 14+00 14+50 9+50 1M°11+00 A -STR 122 SW ( HORIZ SCALE: 1 "=50' 202: MH-1 203A: MH-1 72" DA RT SCALE: 1"=5 STA 10+24.79 STA 10+72.92 TOP 453.26 TOP 454.72 204: MH-1 (72" DIA.) INV IN 445.75 (203) INV IN 446.75 (205A) STA 10+89.64 INV OUT 445.00 (201) INV IN 446.45 (203B) TOP 457.80 200: ES-1 for 30 inch Pipe INV OUT 446.35 (203) INV IN 446.76 (205) STA 10+06.64 INV OUT 446.90 (205C) TOP 447.52 INV OUT 446.66 (203B) INV IN 444.77 (201) 470 465 ADS UP-FLO 4 5 FI TER 465 ISTIN PF OPOSED 460 460 455 455 450 450 445 205A 0 445 11.79' OF 20 C 12" PVC 11. 2' OF @ 1.25% 12' PVC @ 0.00% 440 440 435 435 N R 9+50 10+00 11+00 11+50 STR 202 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CONTRACTOR TO LOWER CONE IN RELATION TO ADJACENT SLOPE. MAX CONE ELEVATION 451' SWM A DEl IS Q N Mr p j N N N .�.. �"t (Mp �N i[) ce)to`-'� CD CD Ui O (O M 0 . 6 M N (q � M 7 pi 7 H �Z Z ItZ 21 Z O �� O G� C' MHO» CFO>z> Z Z �U) vFO>> - Z N(nHZ Z �U)P 460 460 MH EX. 455 455 AD BARRACUDA SYSTEM 8' SA ITARY DIAMETER EXISTING PROPOSED PIP 3 2 450 G ADE GRADE 450 ER 11 PROPOSED / WATER 1 F� w SANITARY �� LINE `� 3$9�eoio 5 445 00 445 (TYP') \ PIPE 11-1 ' (MIN. \ t 1 \ OF 96��De�o = 440.000 400P A' 440 STORMTECH (�6' ENTION WITH / DLATOR ROW I qSTALLA STEIF L PLATE AT BOT. = 436.00 200 31' OF HE BOTTOM DROP MH 435 DPE ER VDOT SP 435 @ 1.00% 18.14' OF - 21" HDPE INV. = 433.250 @ 1.50% 430 430 425 425 v c v v v c h v v v v v v v 9+50 10+00 11+00 12+00 13+00 14+00 14+50 SWM A - STR EX.1 126B: 12" Basin - Circular Grate STA 10+65.23 HORIZ SCALE: 1 "=50' TOP 449.66 VERT SCALE: 1"=5 INV IN 445.55 (127) 128: 18" Basin - Circular Grate INV OUT 444.25 (126A) STA 10+92.28 TOP 449.04 114: MH-1 126: DI-213 8 It Throat INV IN 445.92 (128A) STA 12+16.86 STA 10+54.58 INV OUT 445.82 (127) TOP 449.25 TOP 449.29 128B: 18" Basin - Circular Grate 130: 18" Basin - Circular Grate 132: DI-1 INV IN 440.06 (125A) A) (12 INV IN 444.15 STA 11+14.97 STA 11+33.30 STA 13+11.62 INV IN 439.49 (123) INV OUT 441.15 (125A) TOP 449.26 [INV TOP 450.13 TOP 451.91 INV OUT 438.63 (113) INV IN 446.25 (129) INV IN 446.54 (131) INV OUT 448.32 (131) aRS aFn OUT 446.15 (128A) INV OUT 446.44 (129) ARn SEE PROPOSED CONTROL 46 G DE 460 DETAI FOR EXISTING SWM GRADE- STOR TECH 455 455 4.7' .650 450 CH 450 N WITH ;ENN ROW.900.900445 03 3 445 48.SDOPE3V' HDP 201 30" 0 1.250 /o @. 24" HDPE 18.26' OF @ .25 @ 0.00% 30" HDPE 440 @ 1.25% 440 435 435 430 430 V h 7 � 7 R 9+50 10+00 11+00 STR 200 - SWM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 ROPOSED 455 455 450 450 2' 17B.32' OF -' 445 - 445 SANITARY 128'° 129 1.00% PIPE 12-1 1.2' 22.69F ' 18.3i'OF EXIS ING 12" HD E 12"HDPE �@ GRADE @ 1. 1.00% 440 v 7 440 fOF I 12" H PE �18 HDPE @ 1.0 % @ 2 00 6 I PROP SED I TOIp F WATER 435 126 FO ER LINE 435 12" HDP I @ 1.50 0 1 CONTRACTOR TO COMPACT 1 FILL TO AT LEAST 95% ' �' � STANDARD PROCTOR DEN ITY 430 430 425 425 12+00 9+50 10+00 11+00 12+00 STR. 118 - STR. 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 14+00 0 50 PROFILE SCALE v ryan D. Cichocki Lie. No. 53741 12/9/2022 ,ZONAL M E O O U N � N C Q O > E w ai E w Q w 3 UMtj 0 LL 0 wO `mom 0 W L M a_ V00 J - rn (n N V Z W w � 30x LL 0 Q v ti = N N F Q C EO1 N 00 W M a� u? � am O oc E H z O a U V N w 0 z O .. w F 0 DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN Cb 0 1--i !01 Vl U 0 Q U) J> w M u; J_ LLJ of w LL 0 co 1� QLL a W z Lf) 0 Q O I..L 0 0 0 2 0 U) JOB NO. 47036 L SHEET NO. C7.0 220: DI-313 4 ft Throat STA 11+19.93 �TH o TOP 467.24 224: DI 3B 6 ft Throat n o o °� 0 ; ✓ -- - �, p I O` , N O` � uY .N... 2 M N 2 210: DI-3B 4 ft Throat ~ r°pi 206B: MH-1 `� v m V v Nt m- u� v IyaIl D. C1CilOCi{I STA 10+00.45 ro m m �`! ° tO ' �n m o coN 0 m V? o m Lie. No. 53741 cuo STA 10+00.30 o (0 n rn uO N N^ Uc) V 0]M�� 1� mONCM m°p TOP464.11 maNF TOP461.15 Mam� F Mom j M��� ? C?N^� A� 12/9/2022 �4 INV IN457.48(211) oop INV IN454.19(217) p��Z p0 p�vzz O p�aZ 0 p�a0 0{� INV IN 457.54 (215) Q o INV IN 455.60 (207) o 0» o F O» > `" O» 0 z SSIONAL ��G 227) INV OUT 457.44 (209) N H- Z INV OUT 450.49 (206A) N O F ? ? N O H- ? ? z N O H- ? z N O H- - 480 480 480 480 M E O 0 U N � N 0 > E w a E WZADE w w 3 ¢ LL V 3 p LL O wO `mom j V 2 Z a -ui O 5: rn C7w N4 a d w r D) � 0 x V) O oa"=LL 0U p C" ti Fvam O i c .Nr w O �H z O CZVCZTFZRA i O x c� Q a w F O N Q p \ O in DATE > 0 912012022 } DRAWN BY M. DENHARD DE DESIGNED BY IS •• M. DENHARD • CHECKED BY 9+50 STR. 210 -STR. 2160+00 11+00 9+50 10+00 STR 206B -STR 214 13+00 13+50 : • B. CICHOCKI SCALE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • AS SHOWN VERT SCALE: 1"=5 VERT SCALE: 1"=5 • 9+50 10+00 11+00 12+00 13+00 14+00 14+50 N 2 aaiC N L N N SWM B -STR 228 223B: DI-3B 4 ft Throat m � o M o o STA 10+00.14 m v o HORIZ SCALE: 1"=50' °p o v o o m TOP 472.54 M m O N N (0 a VERT SCALE: 1 "=5 236: 12" Basin - Circular Grate i +o Cl) ~ �? + qt m v H- 222: 15" Basin - Circular Grate INV IN 466.8. (22 C) p v p o E0 - z 0 STA 10+15 12 238' 12" Basin Circular Grate INV IN 465.22 (229) o Q (0 v z - O STA 10+62.12 Cl) H 0 o Q 0_ > > > TOP 470.03 INV OUT 465.12 223A N rn H- z N H- H- z z zCb M M ( ) �' - - - INV OUT 461.96 (221) 5 IN M Lroi, 0 485 485 480 480 O + `O � v 234 DI 3B 8 ft Throat Circular Grate INV INV I 239) 0 0 50 PROFILE SCALE Vl U 0 Q U) J> w M u; J L0 J . UU - - (3 1 w O IbA 0 m 1� Q a }O ' ^ z DETAENTION DE IS U (n ^2 I..f_ 0 0 0 0 2 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 SWM B - STR 234 STR 223B - STR 230 STR 220 - STR 222 D HORIZ SCALE: 1"=50' SWM B -STR 240 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' O VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1 "=5 U) JOB NO. 47036 SHEET NO. C7.1 f00 DIAM 00 of 75.93'OF 01 -AS JADPF of LL LL Uj t DETENTION ISOLATOR DETENTION ISOLATOR INV IN 462.33 (223A) STA 12+73.23 INV IN 460.10 (221) TOP 473.36 226: DI-3B 6 ft Throat Q INV OUT 460.00 (219) INV IN 467.80 (225) STA 13+49.16 � ^ N o � INV OUT 467.70 (223C) TOP 474.73 o �- I_- °i � INV IN 469.42 (227) � � � � � � 223B: DI-3B 4 � = TENTION "�' � � ��azz o STA 10+78.16 N 2 d j j TOP 452.80 N v~j � ? ? INV OUT 448.38 (233 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE 455 / � / / TOP = 451.65 SWM B: STORMTECH J 3' M N. 450 WITH 475 475 470 470 PROPOSED GRADE 465 465 EXISTING GRADE 3.1' 460 460 i /215 42, HpPE 455 12�� 0 455 450 450 445 445 v TOP 455.29 STA 10+29.14 INV IN 450.92 (237) TOP 455.02 V OUT 450.82 (235) INV IN 451.30 (239) 232: MH-1 INV OUT 451.20 (237) STA 10+02.22 240: 12" Basin - TOP 454.61 STA 10+89.42 N 450.56 (235) TOP 457.20 N 448.00 (233) INV OUT 453.47 465 465 PROPOSED 460 GRADE 460 EXISTING RADE 455 455 3' MIN. OF TOP = 451.650 SWM B: 2a 60.. STORMTECH OpE 450 475 PROPOSED 475 EXISTING GRADE 470 470 3' MIN. ADS BARRACUDA 465 SYSTEM 8' TER `L13.OF 465 1 �y001 460 ROPOS D 460 .� LINE 2� L 2.7' 211 455 207 50.50' Ot' 66.49' OF 455 � 2 00% -SANITARY 450 PIPE 7 450 445 445 o � n co rn v v v v a a 480 480 ISTING G DE P OPOSED G DE 475 475 PROPOSED WATER 470 LINE 5 7� 470 1.5' 465 9 465 9NppE 37 1 � ,3 OOo)o 460 460 455 455 h R 475 475 PROPOSED GRADE EXISTING GRADE 470 470 465 j!4' 465 PROPOSED WATER LINE 460 221 6212 460 p 1�3p0)o 455 455 450 450 N M 7 7 NOTE: ALL PVC IS TO BE SDR-26 UNLESS OTHERWISE NOTED. APPROX. ELEVATION OF SANITARY LATERALS PRIOR TO SADDLE CONNECTION. LATERAL INVERT ON APPROACH TO TRUNK LINE APPROX. 0.9' HIGHER THAN TRUNK LINE INVERT. - SDR 26 WITH PIPE BEDDING (PER ACSA STANDARDS) BROUGHT A MINIMUM OF 2" ABOVE TOP OF PIPE. APPROX. ELEVATION )F SANITARY LATERALS PRIOR TO SADDLE LATERAL INVERT ON APPROACH TO TRUNK .INE APPROX. 0.9' HIGHER THAN TRUNK LINE INVERT.- STA 10+00.00 TOP 453.84 INV IN 439.80 (1-EX. 1) 465 1 STA 10+88.07 TOP 447.58 INV IN 440.44 2-1 STA 11+79.40 INV IN 440.44 (1.1-1) 1'1 TOP 443.95 INV OUT 440.24 (1-EX. 1) INV OUT 440.90 (1.1-1) LATERAL(S) INV: 441.10' 465 460 460 PROPOSED HORIZON 455 ROAD GRADE 455 JUST EX M EL. TO G 452.28 \ \ EXISTING 450 GRADE 450 -PROPOSE WATER LI E PROPOSED 445 GRADE 445 6.9' 1.7' 1.6= - _- .4 \ \ 440 440 1-EX 1 91.34' OF 88.07' OF 8" PVC 8"P C @0.50% @ 0. % 435 435 LL 0? W W ? W +W . g gig+g af IL' w �ix � Q 430 ~ U) ~CA m U) H_ 430 APPROX. ELEVATION OF SANITARY LATERALS PRIOR TO SADDLE CONNECTION. LATERAL INVERT ON APPROACH TO TRUNK LINE APPROX. 0.9' HIGHER THAN TRUNK LINE INVERT. 691:TiL�II�DI�P� TOP 447.58 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) INV OUT 440.24 (1-EX. 1) Er.&I INV IN 441.90 (11-1) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 INV IN 443.47 (4-3) INV IN 443.47 (12-1) INV OUT 443.27 (3-2) STA 13+91.82 4 TOP 452.86 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) TOP 464.34 INV IN 454.38 (8-5) INV IN 453.58 (6-5) INV OUT 453.38 (5-4) Ll"vl STA 16+55.64 TOP 464.51 INV IN 454.26 (7-6) INV OUT 454.06 (6-5) 7 STA 17+36.03TOP 463.12INV OUT 456.04 (7-6) 465 EXISTING 7QTrQ' GRADE 460 / _ \ D k 1 460 10.2 PIPE 2 1I \ WATER SERVICE LINE, J 2.7' DEPTH APPROXIMATE, TYP.- 455 455 90F PROPO D / 5 OF 8 P22% ROPQSE G E 21 58 2• TER/LIN 8" P o JTYP.) % 1' S /0 450 i 450 I / OGF ==T? 23�4 v9°/ Q af cm 445 _ _ w 71 445 _ -- g _ _ IN 4-3 08.28' OF 1 co 4 3.2/ 8" PVC v~i 6�.70' O t21% ' J J J J J J J J J J J J J J 440 21 Q Q Q Q Q Q Q Q Q Q Q Q Q Q 440 11 3 \ Wco Wo W W� WM wuo wN wN N wO WN wO w7 UO wuO wN VC / @1.0$° Hr HN F r HO H W F W Hr F u) I� HO F n HM Hp 7 HQ) H-M Qrn QO Q Qv Q1` QN QroQn O Q�Q14 Q0 Qro O Qc QM _ 110 STORM J + J + J + J + J + J + J + J + + J + J + J + J + + J + J + IPE 123 04 Cl) U) OF U) OF OF wH OF AH H UFO U) U) �F H OH U)H U) u) U) u) U) U) U) U) U) u) U) U) U) U) (1) U)J) U) U) U) U) U) U) � U) U) U) � 435 435 2'Z w oc af co I af In 2'(O co OfOD O O' af V w u) Wz W 7 WN L JN WM WM L I MWM WinWu7 wll� wO wU�W OwM L 1 O W7 WQ W? W WCQ wa W O T7 WN W W(0 1� n W 3 L0LO 0 0 Q1 M It M w Q) O 0) a 3 CID M + + + + + + + + + + + + + + + + ++ + + + + O O O O O O N N N N N N N M M Cl) U) LA LO 1� ��af �Q Q �Q 3Q Q�Q �¢�¢ �Q �Q �Q�Q�Q Q�Q �Q �Q �Q �Q �Q 430 + U) cn H- c U) - U) H- U) H- cf) H- rn cn cn H cn cn cn cn cn cn cn n rn cn co 430 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 STR EX. 1 - STR 2 STR 1 - STR 7 5 STA 10+00.004 TOP 464.3 INV IN 454.38 (8-5) INV IN 453.58 (6-5) INV OUT 453.38 (5-4) 490 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 12+06.23 8 TOP 475.94 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 13+19.33 TOP 480.23 10 INV IN 472.08 (10-EX.2) INV OUT 471.08 (10-8) STA 13+90.98 TOP 485.04 INV OUT 473 (10-EX.2) ADJUST EX RIM EL. TO PROPOSED FIG485.90' EXISTING HORIZON 485 GRADE ROAD GRADE 485 PRO OSED WATER LINE J J (O < ,q af m Ix ui W�W� ~ ~ +0 480 480 F F / PROPOSED U U) WATER LINEI U) U) / 7.3' 475 % 475 / `' Jc 1606 PROPOSED / i (aiy ELE 470 r LATEF Nl OF C 0 9 LAT FJ ON API 465 g" 0°I° PROPOSED / A WATER LINE H- / / 460 460 PJG L06 i i J J J J J J _j 455 455 wo,w� M W wvwa wM M w� F r HOi u� H .w� FL r FOi , co (O g "g � N " °° g aa co + U)aU)a a � U)a �au)a a s 450 �H -CAH M (A~ U) ~ cn cn H- La m m H- w CA mCA 450 9+50 10+00 11+00 STR 5 � ,3+00 STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 APPROX. VATION OF SANITARY ALS PRIOR rO SADDLE NNECTION. ZAL INVERT ROACH TO RUNK LINE 'PROX. 0.9' ;HER THAN -RUNK LINE INVERT. 14+00 14+50 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 10+11.02 8.1 TOP 476.15 INV IN 465.85 (9-8) INV OUT 465.65 (9-7) 485 9 STA 11+22.10 TOP 473.73 INV OUT 468.04 (9-8) LATERAL(S) INV: 468.24' 4195 4fi0 EXISTING 480 GRADE 480 / s � 475 475 P POSED GFADE 9.9' 9-8 5.1 470 11.08, OF 470 8" PVC @ 1.97% ATER 'SERVICE LINE, Q Q u) CEPTH PPPROXIMATE, 465 J Q J Q w o w w P. 465 H H R g °+° g °+° g +' 97 gags M Oro �� OF UH 11.02'OF �� �� co 8"PVC U)U) U)U) U)U) 460 @ 2.00% vI u) U) U) u) 460 J J J W Ll a W 0) W W M H- H N H- H N gN to g g0 + + o 455 U)~ ~ U ~A (A U) U) ~ 455 9+50 10+00 11+00 STR 8 - STR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 INV IN 443.47 (4-3) INV IN 443.47 (12-1) INV OUT 443.27 (3-2) r 10+28.69 449.55 OUT 444.04 (12-1) 4fi0 15+00 455 455 PROPOSED GRACE 450 450 445 445 2-1 2 8.69' OF " PVC 440 0 440 STDRM EXISTINGPI 1 E 117 GRACE 435 435 430 430 16+00 INV IN 441.90 (11-1) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) NOTE: WER EJECTOR PUMP DESIGN BY MEP. `PVC SPECIFIED BY MEP IN PUMP DESIGN 12+00 9+50 10+00 1112+00 SSWR APTS. 1PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 460 17+00 11 STA 10+49.96 TOP 449.68 INV OUT 442.90 (11-1) 18+00 0 50 PROFILE SCALE 460 455 455 PROPOSED GRADE 450 450 PROPOSED WATER INE 445 445 Wl;"IPE TORM 440 113 440 11- EXISTIN 49.96' OF GRADE 6" PV @ 2.00° 435 435 430 430 NOTE: SEWER EJECTOR PUMP DESIGN BY MEP. 'PVC SPECIFIED BY MEP IN PUMP DESIGN t7 F 0 DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN T ob 0 1� TT� Vl LJJ J U LL 0< o w � C< n/ a w w m 1� < w W O � V / Z Qua U 2 Z I..L U) 0 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. C7.2 L 9+50 10+00 112+00 SSWR APTS. 2PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 ryan D. Cichocki 'Z U lie. No. 53741 10 12/9/2022 4' SSIONAL E� M E O 0 U N � N 0 > E w a E w w 3 Q LL o 3 p LL — w0 `mom j V oMo Z a —u O 485 485 d� co, N a Q 0 W � �+ d w M (/I 30�x to p pQ JLL wLL G) 0 zh m >m w U)Z co U) 00°^ W o w� a U O O x c� Q 0 a x F w F o N Q \ O in DATE co 0 912012022 CD } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • AS SHOWN LATERALS TO BE INSTALLED • PVC CASING PIPE, 20' SEC ON THE CROSSING LATERALS CROSS ABOVE TEE • T J. 1� T� Vl U w LL OQ J' ci LL LJ 16 Lj w LL O J If CC n/ LL LJ Q LJ_ w LLJ T� Q Z w o J LI..I 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0 SWEETBAY STREET WATER PROFILE _ o QQ HORIZ SCALE: 1 "=50' ^ VERT SCALE: 1 "=5 P1 0 C) O O 2 5 D �O V/ 0 - 0 50 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.3 aso a a a a aso Q�Q$ 90°B ND Q � Q U' QC7Q 475 475 3.5' M�N. � 470 L 490 490 ryan D. Cichocki 'Z U lie. No. 53741 10 12/9/2022 4' SSIONAL E� M E O 0 U N � N 0 > E w v E w w 3 Q LL o 3 p LL 0 wO `mom ¢_j U0M0 Z 490 490 455 455 w — Lri O .. rn C7w �� a d 30�x U) p o¢"=LL w� p I, F"a� o w c ui U) 4" CLASS w O w� a U 00 �H O i O x c� Q F w F o N Q \ N O in DATE VI/0 9/20/2022 } DRAWN BY M. DENHARD Lu • DESIGNED BY 0 co CD ca ij • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 11+50 • FLORA VIEW DRIVE WATER PROFILE SWALLOWTAIL LANE WATER PROFILE CONDO DOMESTIC SERVICE PROFILE HORIZSCALE:1"=50' HORIZSCALE:1"=50' HORIZSCALE:1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 cb 0 490 490 455 455 T� V , 460 460 U w J 4" CLASS 52 DIP ce 1 > WATERLINE J LL w O J CC Q/ Q LJ_ Z 0- w T� Q Z 'r co 4z wo J ui `i • z w O SANITARY SEWER U LATERAL,DEPTH co ^ APPROXIMATE, TYP. I..L SANITARY 90° PIPE 10-8 BEN 465 w w w w w w LATERALS TO BE INSTALLED WITHIN 6" PVC Q > N > > co > N n rn CASING PIPE, 20' SECTION CENTERED ON O w o w w `o m u) w 0 w THE CROSSING (TYP.) WHERE LATERALS m o m o m+ m m N �+ PROVIDE <18" VERTICAL SEPARATION FROM co 00 w w � w � w w � w WATER MAIN.jj O 460 ¢~ ¢~ ¢~ ¢~ ¢~ ¢~ 460 2 5 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 O RENEWAL ROAD WATER PROFILE HONEY BEE WAY WATER PROFILE 9+50 10+00 11+00 11+50 U) HORIZSCALE:1"=50' HORIZSCALE:1"=50' CONDO FIRELINE PROFILE VERT SCALE:1"=5 VERT SCALE:1"=5 0 0 50 — HORIZ SCALE: 1"=50' VERT SCALE: V=5 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.4 485 485 480 � 480 u� o ¢ U o 475 0 475 F EXI TIN U GRADE 470 470 / 3.5' MIN. / 1.6' PROPOSED / 465 GRADE 465 6"X8" TEE 6"X6" EE 90° BEND / TO FH STORM PIPE 460 229 460 STORM PIPE 221 455 455 SANITARY 6' CLASS 52 DIP PIPE 8-5 ATERLINE STORM PIPE 211 SANITARY SEWER w LATERAL, DEPTH J 450 w w w APPROXIMATE, TYP. ¢ 450 Q'M � d' � W F� W (A V U UM � �c°Do Oii �� w� w w� � m� 445 ¢~ ¢ ¢~ 445 � 485 485 0 w M EXISTING 480 GRADE H � 480 PR POSL[� G DE 475 475 3.5' MIN. 6"X8" TEE 6" CLASS 52 DIP WATERLI E 470 470 EXISTI G PROPO ED G E G DE 485 /� 3.5' 8" CLASS 2 DIP 485 MIN. 8"X6" TEE TO FHA 8") 8" TEE TO 480 _ EXI TIN 480 W TERMAIN IN H RIZON DRIVE 475 475 w J 470 > 470 Q w J w w � 465 ¢ ¢ 465 W W� O_ N J O > Z � (� M + M + N W 460 O ~ 460 EXISTING GRADE PROPOSED 455 GRADE 455 8" CLASS 52 DUCTILE IRON W TERMAIN 450 8"X8" EE TO 450 EXIST NG WATE MAIN IN HORI ON DRIVE 8"X6" TEE 445 > TO FHA 445 � 8"X8" TEE J m � 440 W Q 440 (0 ¢O wN N w(O ¢� w Oo�o o � 435 ~ 435 PROPOSE GRAD 2" TYPE K COPPER 450 WATERLINE FFE=44 7 450 52 DIP 3.5' z ATERLINE MINI. o 1. m 445 �w 445 U EXISTING a GRADE I a SANITARY IPE 4-3 I 440 FE=440 5 440 � STORM PIPE O � 127 I d 1.5" WAT R �w METER 435 435 v= H �w z w l 430 � 430 � � W � W a+ � � � U W W+ UOo�o H+ _ � U ¢o X Q U � Q 425 a0 � � a � � � 425 rn h �V M V 7 PROPOSED GRADE 450 - 450 O Z .5' o IN. � m 445 w 445 ISTING GRADESANITAR440PIPE IE=440.75 3- 440 1 \ STOR PIPE 435 435 O 430 v 430 W o p z� �o w mo v� X F N F 425 � � � v7 425 v v L_ Ftogo<`g84 \ 1 \ I HORIZON INST. NO�,\ + a ! < ° O ✓ ��\ 'i" \ /' —/. --- — _ J--- / \ \\ / 1 — \ K l/ \�� i\ \ \ \ \. \ `\ ?'.. •gyp r' \ \ n l r IJL /�7 > `\ �' `..� /l \ \\ r� , \ 1 s \ �/\ NAD83 / _ — \ /I \ — \ _ v / / \\ r / \ \ SCALE 1"=20' _ / / 1 ` < " ! / ,> / I �— i J �c 1 11 \ / \,- I I i // I 1 / i/ , __ �/ / / / / // /� �\ \\ \\ \\/^—\ ' \ \ \\ \` l\\ e \ \1 /\ \1 \II � \\ O ZO' 40' AM Ain HEIGHT OF BJE OBJECT T=3.5' 3.5, 465 465 SDL-280 460 EIGHT OF E E = 3.5' i / / 460 / / / SD - 280' 455 455 EIGHT OF OBJECT = 3.5' / / / 450 450 PROPOSE � GRADE EXISTING 445 / / GRADE 445 440 440 435 435 430 1 1 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SIGHT DISTANCE PROFILE - HONEY BEE WAY #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 o1 0 50 PROFILE SCALE ryan D. Cichocki ' e Lie. No. 53741 12/9/2022 S\� /'S SIONAL M E O u N � N C > E v E w LU Q LL o 3 p LL w w m V oMo z o — n .. O rn U W N d w 30'x U) oa w =LL In i c ry z O Fv> c u' U) °ry LU W M � 00 M O 0 0 W w F Q z O V) DATE 0 912012022 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' �J T 06 01 ' 1 TT� �U ,, Vl U) 1■` U J O 1_ rL ; 0 LU W � � w U 1� QLL Q LU O L0 Q O 0 C) V J O O 2 O U) JOB NO. 47036 SHEET NO. C8.6 L ���tiU —(R R3' Q — — \ / ) / i _Z\ \'I\\\, �. / /I / /I ' \ / ---- \ \ / /,�4'1 , �1ST'18' 1 , I R18' \'15' UJ / � / l/ lk 1 / lei 0 - - - / ?1 % / w ai E U. LU Lu UN /\ _\ \ `\�\^ \— _ - ---i; / S' INMSSIEI€WT�E9R 1 --\ \— —TI --- I t--IH- \ _\ \ \` \�\ \` o°• °° ">\/ zFuvv OATION --- DRAINS O� a a STORM EWE~V\ u ck� \moo°° I J LL w � 000 475 — — — ----- — / 00 R25' -/�_ 13+50 Ol ROAD y'4+ 0�S'q/V \ I I t 0+ _�- / PR POSED 61' VD TRXW l I ' III i I / / - 4 5.58 / / S� \ ` / J J / _ - U Q FN W \ �_�- / ' l l I/ , /\ I 1 I \ W cP 1 vV W+00 /NST.I NO. 202 00002884 N \ ¢ N DATE co w DRAWN BY M.DENHARD LN al r ,� II �' �_� ' /' I� -\�= ( \--/I� (/ // Il ��/ I �/ `�I ^I / �/� \'I / \\ `\ SCALE I"=20' <�1L I -� `\ �. '� `;-- 0 20' 40' snn Fnn HEIGHT OF OBJECT = 3.5' SDR - 18 ' (TOI qTERSECTION 495 495 OF EYE_ .5' EEIGHT 490 / / / / / 490 / SE L - 280'-> 485 / 485 i / G DE EIGHT OF C iBJECT = 3.5' 480 / 480 EXIS ING G DE J 475 / 475 470 470 465 465 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SIGHT DISTANCE PROFILE - SWALLOWTAIL LANE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 15+50 5 o1 0 50 PROFILE SCALE • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' �J T 06 O ' 1 U-) Vl U) 1■` U J_ LL o O' / 0 W � � LU w U 1� QLL Q LU O L0 V / Q O V J C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.7 L e �'84M 1 — p�/ O I�4r / / f / / / / / // _ _ I J f — / _ _ _ _ • • — _ _ • �� \ \\ — 1 \°y `\ OF T` / �'��_��' ,r\// \ • // //// l I —''\I •_ _ • — _ _ _—_/ —Q 'do ooO o —ei, \\\ _ `1 \\ / o �/ _ � i '��� I ,, ram' _— _-- _ _ • \ _ / r \ /1 ��J o/ // J-'�/ /•.•_ __ _—,— ---_ --- — /� °---------_'— \\\ \\ IIII\ `440 I I \� \ \ryanD.Cichocki \ / ,./ / r \ \ \ i ! i ) •,i ^ ` /_ > 1 — — — — " _ — — _ — — — — _ /tp ti oao� FtiIyQ>_ / :I/_/ �I _\� =' �i}�-�/_I'�/�l / / � //r / \ \\ - - l \ \ I / 1 — — — 'I —'—--—/ T—— -\ \—>//—— �`— — � ` \ �' \ uo � . ' — l\ \\ ♦\ \\ti\r� / j \1\\`\\I\\II\\ I r —Il�\I1�11I1 \ 1\\ \\♦ cA�// / //, / / __ \'' \\ \ \ \ — — •` —I \ lie. No. 53741 o O _ —/ _oo 12/9/2022 _ Q �,�S4V�ti ' . � )� ✓ �—/ � ifi —_ --- \ � \ \ \ I 1 � / 'r` \_ _' '' — .—_/ \ _ — \—\\ ♦ \\ 445 ---- � .i \\ IV Y \ \ \r U /jI� / i / J — — \ I I I l / \ •� P \ \ \ \ / \ \ \ \ /- v E LU LLLu o / / \ --r \ I \ ¢J U00 p Lr; 'x W W A U, r v / /%/ 'Qq r' _ / l / / / I y/ / / / \ \ \ _ \ > yl 1 I / \ — , 8� C 1 — . \ \ 1 I I x �n .. W ♦ _ — — — / I I I / 5.0 J �i GO \ �ETBA) S fRLET \\ X' \ \ ) \ \ \ / r I \ \ \ \ \� \ I / \ ¢ ,,; In 00 W O 10' 00 /, `� ___\ \__/�=__ _ ----—__////, .l I I / / / / •t_1Y+— I 1 \ ` 1 I � \ � / \ r /�L ��\ — .K�� l \\ \\\\ / \�\\\ 1 ram___ \ � \ O -------- q O / { 1 \ - \\ \ nrN _ o I 1 II\\ \ /\ rN I\ _ — \ // /'' _ _ — / i ; / /\ > \ - / ` i \ / / / \ \ ` _ ' \ _ •� — — \ \ ` — \ — \I�\\\ \ \\\\\\\\ _ / / \�\\\♦ \ \ DATE ^'.\. I ^ter - '� \ / I- _ ✓.. 6p_ - � ,__-� _� \/\\\\" \\\ / \ \� 1 0 � ' \.'� � I ♦ \ 1 � \ r / e / 4 -- //% .• —\\ I \\ \\ / \ / I / \\\ \/ /1\\I\1\ I } 9�202022 LU FN If / op,` a. o \. / — \, <� \ \�.' %.`I / _ \ \�\ /� • DESIGNED BY / \ \ I `\ /// \ / \ / / \ \\ \\ \ _ I \ \\ \ \ __� /` / v,\ /a\y; \ I + _\ I / ✓ h •' r�l///J/ �y� \���\`. • M.DENHARD I \ ' = J \ o.. < \ o o I — \ C / _ _ / + / _ _ — /. / / ., / \ �\ \ \ NAD • CHECKED BY 2 M M / M r / -- / R25 / \ ?9 \ \.. I t / v • • SCALE M _ 1 l / / / , I I , \ SCALE 1 "=20' / y / > < ( \ \ HORIZON ROAD `\ / ` — p / \ / 1 "=20' z / / $ < Z $ \ "s \ M. \ )' \ IZON ROAD �F, INST. NOS 08200002884 ! / 1pR �2 v \ / o\ / 0 20' 40' 465 465 460 460 EIGHT DF 455 455 EIGHT O OBJECT = .5' EIGHT OF EYE = 3.5' 450 450 S L-100' \ 445 445 P OPOSED GRADE 440 ISTING 440 435 435 430 430 I\ CD CD OJ V R R R R co 0 1 Vl U) 1■` U J_ LL o O / 0 W � � LU w U r-I aLL Q LU O L0 Q O V J C) 0 0 2 9+50 , S300 SIGHT DISTANCE PROFILE HONEY BEE WAY #2 (�%� HORIZ SCALE: 1 "=50' S "' ) VERT SCALE: 1 "=5 - JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.8.8 -------------- ADS BA �� _ ��� u■SYSTEAWDIUDETER s � i'— — ' / _ I� 2 I / / I / / / / / / I 452—/ • / / \ \ \ / 1 \ / / Il D. Cichocki Gi \ / 01 r R3' Ir/I_ / / I� I I I / �� _ \ \ l I \ I I I �1 / / ¢ I J ° 7 R 3' / ` \ R3' \ 'R3' 9/1 z = tom\\\ -_ — - \ \�� ��\� \ / / \ \ \- \\ ' ` 1 \\• \ -� \ \ \ \ \ \ \ 1 1 \ R15' \ 1 1 \ \I R1841 ' \ _465 QUN ATION = 4' OUDIpAT(ON — — — Q�— \ --- y NS TIE T9/ _ \ ' --\\— —T ---� -Y--� \\` --\ �� — \�—\ O0p0°o� �\ I\ \ \ • - / i DRAINS — — \ - — - _ - \ \ \ M SEWER / STORM WE E/ \ \ Ell, �'����` —� -�_..�r-���` ��� =i�� a ►���� �_r_ ��-irk— �— NO- 47.9; 475 HEIG T OF OBJECT = 3.5' SDL - 100' 470 470 i HEIGHT OF EYE = 3.5' EIGHT OF / OBI 3.5. 465 465 SDL - 100' \\\ / / / 460 — 460 GRADE PROPOSED 455 GRADE 455 450 450 � OJ M Cp V V R R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SIGHT DISTANCE PROFILE - FLORA VIEW DRIVE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 / SCALE 1"=20' 0 20' 40' 5 of 0 50 PROFILE SCALE U Lie. No. 53741 A 12/9/2022 4' SSIONAL E� M E O U N � > E a E w w w 3 Q LL 3 p LL w 0 m � V oMo z a — n .. O 00 rn w MI. (L (/I 30 �x U) oa"=LL LU o� / zh ow Fv> c n U) N W n O d 00 O G O 2 C7 Q w d g JI �w N L F O V Q 0 N / z O DATE I� > AS o 912012022 r DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 06 0 Y / /.� V! 1■` U J_ LL O ; 0 LU W � � wco U 1- Q Q LL LU O L0 O V J C) 0 0 2 0 U) JOB NO. 47036 SHEET NO. C8.9 L • • • • •. • O N' •n-.arc = •- / rw 10-M s� _ _ iYi� /iF s .. A .. �[•1��I'�ig•�lrr�` .yr•. �Wwl � ��O�c� \i�. 1 .i �� �;7 ����■��\� �� �� wAr=:�r�t�r�Aw \\ + r 11 yw� rS.,IM'�wia:�IF�� �►' • d� _ �i s� ■■a ■k..'— _� �� i� r% -a. .a'� .�//�O�rn�� �� ,' [•r.■Y:.�i■■� r ram,. -�t. •1 N., n.� �� a �% -�a.�.��•91.1£ir.�_ -\�s_ �_ .r- i. Fuiil�•• �S'■P'� " �7YI��ti\-•-n-� +�—���— �.��—��,. �aAWn.��•iAA .i-- ��i�i� a:��. — — r „• + � �•:,..� ::F::i��r,'�j✓'•?� �; �` ���.�•;��` „ lGl�►�I/rll� .IL _��I� O ���.��..���t�••a �i�''•Sf°'/r� 'fir �I a . , • 1 FEW, - o.1. Sli �.. raj il�!�=0 •�. ,: .Ji.a �..-.�!AIJ •. / �� 7= �I i � � i � L �. _i�i=�=- i i i � _aI � � / �'— � � � � � � i � �`— � � � � � � i �` 1 I WOOL PIK 101 ONE FIAMMERNAMMM ��l �.. .• %/� % % ri - 6110 il q or IMF of IF Or I Or I ME MENEM _,� 1■.■■■■■ I 1 .,..,; I ri11Ir WOL•*#.•:1111�'^11`.{1�i1�f1 N��:I�� '— �• �� ��� ���� Ll MIN I ��III FA004 - ��� r' - III �'1hli� _ �; �- ■■ � '�� - ; P., �,SCALE 1"=20 ARS ARR EXISTI14G GRADE. 480 480 OBJE CT = 3.5' HEIGHT OF EYE = 3.5' EIGHT OF OBJECT = 3.51 475 475 SDL - 100' / 7PRCPOSED 470 470 GRPDE 465 465 460 460 R R 7 R R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - RENEWAL ROAD #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 v vf� cyan D. Cichocki Z Lie. No. 53741 12/9/2022 ASS fit IO N L .. A M E O � U N � N C > E v E w LU Q LL o 3 p LL w O ti m � V oMo Z —n .. O rn a C7 W ar M 30V)x VOi J LL W i c ry Z O x c o .Nr > W M LU LU a� 00 0 0 p W W a Z 0 in 0 0 LMI DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=20' ob O V 1 U) U J � Oo ' / 0 W � � w LU U m r-I aLL Q W 0} ~ Q O V J C) O O 2 i— O U) JOB NO. 47036 SHEET NO. C8.10 L o1 0 50 PROFILE SCALE _ / I ADS BAR UDA / / \ \ I 1 SYSTEM 8' DI ETER ? (/ha I / / / / / // I // / / -I- - w \ 2 \ 1 1 1 / Z I WI I II I �' 1 el 2 / Q \ LLLu \ \ / LL 1 _ l l I 1 / (/ / _,/ ! 1 r , 1\ i 1I \— /----- — J 41 Of _ 215 j / ` \ \ \\ \I I I I \ 11 \ I/ I 21 ,gam I \ \ — ' \ — • \ \� I I I \` \ \\ 1 11 I \ \ 11 \� \ \\ 1 1\ I II � I I � I J \` \\ 1 11 I\ 1 1 1 _ RT v�i EETBAY S`fyEET lei 20' __ -_. x\� /� I � \ \ � ` \\--` ` , 1 // 1 • 1 \ \\ \ \ \ ` \ \ `\ \ `\ `\ 0000000 °OOO Z / I \ _ / / i _465 \_ ` • / DRAINS 0�--- \ \\-- -- - - -- NSII T9' ` % ` \\ \- STORM EWE ----- MSEWER - ---- 7---- \ \ \ 1 Py/ 9 -- — — —— I / Aa — r / 475 AM aaD f-HEIGH F OF OBJECT= 3.5' 485 485 J HEIGHT OF EYE = 3.5' / 480 480 EIGHT OF OBJECT = 5' / / 475 i 475 / PROPOS D SOL - 100, GRADE / 470 000 / 470 / EXISTING GRfkDE 465 465 460 460 h R I\ h H 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - RENEWAL ROAD #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 SCALE 1"=20' 0 20' 40' 5 o1 0 50 PROFILE SCALE v �f Pryvain D. Cichocki Z U lie. No. 53741 116 12/9/2022 R' �L� `SS'IONAL E� M E O U N � N C > E w a E �vw3 Q LL o 3 p LL w 0 m � V oMo Z O C7w �� a w M U, 30cnx In 0 LL 0 c h F U Q O LU c U) UN w O 00 O 0 0 2 c� Q 0rN a F w F O N Q \ 0 in DATE 0 912012022 r DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' 06 O 0 V/ 1■` U J O_ oLL ' 0 LU W � � wco U 1� Q LU ( � O L V / O 0 C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.11 L lie. No. 53741 12/9/2022 IONA —WIPE,, \t•�I�`Lu IV, 15 �\ 00 �.I-i / I/ • ��L��,/`her • / 711C11\� o 00 NAME 495 Z - ;b 10 - _ \\ 6 12i 51 ` )1 ` 11 I I / / M SWALLOWT LANE \ I I 1 Z. �- x a S \�--LLANE / ® I \ \\ \ \ \\ _ IIII*I� r I ,'I 0Qc c�mGY f, W \ \ _ V4, I-0 U)LU w u 0 487 _ �\� \` \ III\,\I 1 I,/ �r�-_ _II O is DATE v II / ,-- �' \\\ \ I\;\ ' `\^�\�\ / \\ \ Ilpl /1 I'i \ I j 912012022 O DRAWN BY 488 I \ )1 M. DENHARD � � \ 1 / I / - \ - \ \ I / /''//'/' \ ` � \ / � +\ \ '/ I 1 � I I / I / I' • -` _ - - '' • DESIGNED BY �) / \ \ I I • M. DENHARD \ I 1 \ \ \ 11 \� ' \) I I /' _ \ 1 / \ I IIII' // \ \\\ 11 I I \ \1\ • CHECKED BY Ilk \ / \ \ 1 \ \ \ \ \ / / // / '/ / / \ 1 I • B. CICHOCKI SCALE \ I I \ \\�\\\/..// / \ \ \1 • 1"=20' 495 EIGH1 OF OBJEC F= 3.5' 490 490 SDL - 100' \ EIGHT F EYE = 3.5' 485 485 SD - 100' HEIGHT O / / OBJECT = 3.5 480 480 PROPOS D 475 475 G DE 470 470 465 465 N v v N R R R V 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SIGHT DISTANCE PROFILE - SWEETBAY STREET HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 SCALE 1 "=20' 0 20' 40' 5 o1 0 50 PROFILE SCALE 06 O ' 1 TT� U) 1■` U 1J_ L O r..0 LU W � � w U m r-I a Q LL LU Q L0 Q V J C) O O 2 O U) JOB NO. 47036 SHEET NO. C8.12 L °°�\\ '-I r / o �6 `l` \\ �\ \ _ ' / / v _ Il''Ir/1/I/!/ �Il//l/�////l //llI/ /IIlgIl"�/�/l lllI / I/bI!//Il /!(/llll llI /�I/lI/l/%/l//1I�lIIll/I1ll//I/lI/Il/l/ /I�/// !'�lI \//lI/IIII I/l1�\/l//1'l/Q IlII/ %//'l\1_l/I I/IIIl/!I/I/ I1/ lIIl//��%l` /II\,lIl//1IIl//� I�/IlI //l I/\Il//1\lI// /\1 //I//l/�/11/\lI/II� I0/I//l// � //\//1/I1y1�llI�l 11 ///lIIQ1// l\\Il/'//1 !/\/Il'/1I/ ' \/\\� 11/�\I I �1I✓/\I/l l//��/\/ll///�Ij/1lI'lip� 11I /I//I�Il/ /ilijI1���l'l�I% f/l �II/!ll/II/il//% �I/1 I/� '`/�I�1�1 !/l �I IIlI�I='I/11\ il\\lIIIi11\ \ 1 Il II1 \i1I ��/I\ l\\1i\I11II\/l\I I1I1I� l/'\\ !oIlijII I � \/l \/I\ \III "\\/\�\ --\`-\l\N/\ \✓ G\\`\^\\R\ (,-�I.\�D\\°`A �\ -v_��\, />-"r_\��—�_�- \�_. _=\'I_��=�•/I_/ _ �_'-/tef�!'�r .- -Vp -__'_/-_ -^ —'\ -__/ �__/Q_i\_�'�_- i= _ ce/i-' i-i�-1i___-/%�/-//_-_- ,�'\� � ,-1'\ /'/i�/ /'/,r'\//,�'x'"/�!/��i\i �o-/'/ j// �i/l/ /o ' / //// ./a// �'/ -O///\//o/_ /I\ _/// /'_ � I1 /_�o�'o�\�`�_',/ � l\\/'.�- 1/l /\-11i/i� \/1`\/ I�J� \/ _\ v// //////_ IN o o \ \ IIIr/� \J• '/ �/\,/\�`/ _/>/��, 0.d.4 '1/II \�'__,T4 .�_/�_ /�` \�/'/ \ -/\\ /\r/ - /-�/ -\�-/) / `/_�- \��_/��I \1�_�\ I��-\ y\\%J/I\\_ \\�\— \\`� \\\\�J\ ^ `_\/�\`�_�\\ \ \�\- _ i�\ -`'_/`- � /r \�/QL-te\`,-//\y,�,� ��\ - -`\- r\_\ \ \_\ /\\_ \\-- \�/\ �v\\\1— /-� / � -\—•/+ ///\\I,I A\ \\I p�1�I\ �/\/F� I�II O�_�p /p yT�y-C/21`/ T.-_h'• !-6I• ?\ � Nr °C` o 00 1\WPO BUFFED �lI IT/ o O°°o \ 0 ° o ° �DPAo ' /° \ EX HEPP�OX d{ \ °0/° Q <,0 II I ° 'z/ o �dN oi!Ob�°-�'--/ oo�oo d�0/ °pO>O `\ 0 0 0 0 o!!` 00 dN� 0 0 // 000 �I\°° 0 9000 o o0 . qogtl/ �M1P0009VNd�o d R ° 0 o r--- - -— -- -AzEtlWI /bOTSl6hl ` f-_ ` -_0 2 fpLQPS -DlS1NCE EASEET_ - 430 r 1/4\_-+` \ 0/ 1< � N /l I ' l I / / NAD83 /J '' __ ' ' ♦ �_' , ,/' '� ��--,' ` \\ \`\ / \ -� / /\� \\\\\ 128 l ---_- _ \ - SCALEI"=20' I ' � � ✓ - � � / i � ` ` ` � \ ` \ \ \ \ / ' _ - _ - • \ / ' ` \ \ \ \\\ 445 \ - // / / \\�1� 127 \ �. 0 20' 40' 445 445 EIGHT OF EYE = 3.5' 440 440 435 — — 435 EIGHI OF EYE = 3.5' \ PROPOSED 430 _ \ GRADE 430 425 425 EXISTING GRADE 420 420 415 1 1 415 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 VDOT SIGHT DISTANCE EASEMENT PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1'1 14+50 15+00 5 ryan D. Cichocki Lie. No. 53741 12/9/2022 am O oc t7 L� z (L � I U i w 0 zl V � 1 DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE lJ T ob O TI JOB NO. 47036 SHEET NO. C8.13 L o1 0 50 PROFILE SCALE GENERAL NOTES PRE -CONSTRUCTION CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE _HA CT • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE- 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE BE VERIFIED PRIOR TO BIDDING. THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES(EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE - - `_ - STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. - PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR \I\) 1\It II \\ll \\1- - _ _ _ -- TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT\I • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. \\ \\\\\\ � 111 I \ / / / i J 11 If IIII) 4 � \ I 1 I I I 1 \ J ➢s/ \ � \ J _ J - i a ;, / / / \\ \ \ � \ \ \ \ AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED/ I \ 1 I PER TEST RESULTS TO ENSURE PLANT HEALTH. Q I11 1 I1\\ J I I I / \ �\ / ' L / / /✓ / / // 1 1 \\ / .� �/c.1 'i'/I/f1111III��i`-, %\1 \ \. o/ V\t '�-�--- - \ ---�_-_J<_ _��\\�____s- _- ___--__-- / �I / //J / //' / `_�" �V���II II I I II I _ ° ` ` _ I/ l / / 1 I I I -• \>i - 4 =\ \I J\1 � � ,� \ � \ \ l / / � � - `/ r '/ / 1 r - I / ^ I / J 7 �-�� � �- _ /Try-� - J � �i o - ------------- - - -. \ \ `` /\ ` J/ /II a �� ✓va i �0- -� r ( /' / / / EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER '.7 (/ v 1�aJ - -W - �� i 7 / / - I ! \ l - (,.. -o � l l � r° J � / I / \ I I / / / \ I / - -�- � , / �°_ / / I I OLD L Y N C H B U R G ROAD 1 y AND COUNT TOWARDS TREE CANOPY CAL y\ \\ ) \� \y\\y�\'\�=.��i %iii/�//! - _\ / �. _ �- - _ - yY r - , / / f n ! \ \ 1 \ \ / _ /-J____/--_--J___________________\____7_____L---------- ______ r__________ / I/ ���s� �s���a ors'I sera I �s a ss s �i/f ��.�-�-s�- /�-�r�#�Jmw ltf s%r srs sslsT s�s\/ II\ ie 1 \ \ l I / \ < e � ( 0.02' I ( I r l'_______ \ \\ L1 1 \ 11 Illr /i/ ^\\\\�i/o/�\\\ �J / \ 1 Idi J /� - --7----- r1---a----�--t----- - -- \ ----- L c \\\\ IIIIII / l/// / \ t/�� %�� I,P l I \ - ^ \ �I / ,J I \\\ t -, I " /" ' O�`• \ J l\ _-� ___ \ \ �-___ t k----�___________� ____F�____L------------------ ✓ _ \\ III II \ / r _____ - 1� ,'� rI/T ` �//\\ \ \ \ l\ -I� \ \ I \ I \\ \ l PLAYGROUND - ALLREC, SEE SHT. L2.1, WITH A MULCH e\--t------ ----------------\---\-----------------\ S \ \ \ \ \ /p \•\ \ I �\ \ --�`�------------f r�------ �`--- 11 BA ', .i/ _ - __ - `� - \ - ` o R AN APPROVED EQUIVALENT /v� 40H�L^= 12 S BHT-�_ ll l/ll/ll 111 //�lll 11 III r 1 / % r / / // / f • - _ - _— _ — _ — — _ __ _ — ' /// / / / /// / / / - - ^ \I ll IIII 111//%% / //�'/ //111 1 ,. / A ^ - r -_�_ �. .�" - _ - - � TRAIL BUFFER :.. o Ij y/irr /iiiri / i/ ' �b . d ` / } - -- _ - _ - - \ 6,778� /�.. \ MANAGED' Q I°O I\ � � \Jr If (STEEP SLOPES 40OF ° ' a �I I yr /✓ /la�� TRAIBLBuI�EER Ill 1111 0 0 4or / R)/m 2 R)/m 2 SF OF RECREATIONAL oW(�'� � I FLORA VIEW DRIVE AMENITYIL VV;; a / PACE ' -/ I_ + + S�°, lo1- G �mo�o f PARKING 6TH 20' SWEETBAY STREET fC o 0//LOT 1 < o _ r (n o o rAV\I� L 2 'A", - \ / l � , �_/ 7 °r ° Z / I v '\ � I m v �r o )ill' o ) / \ - - 2Z' n .. \ !iJ IT (n zi O / - v T Z �_ O / / �, • \ \ D \ \ \ / l w�Z < V v v ZIP 6 TH v A -22' -- _ I v 'r 1 7TH rI IM1111111'IM a \L RIZONROAD 0 HO / 6 a _ _ PROPOSERvl `� I / \\ J� —�- _ / _ _ — \ r /^ \ — I �' l ______\-^ REE LINE 26" Y� s�sss f rmiiii�sr>rt � _ �frs ss�#>�s�>t s s sls ssssls sss ss �s� �s �z s>bI"I Mw srs �-r \--7 \ ✓-- - ° • /ii/ / I��l �i �/<v_�p / v Ip / P r J A., 1 PROPOSED / // \ _ice✓i \� —\I f\ l —I \ —\ \ —\ 4-/ — 7\ < TREELIN �_ �A/[O �_�/ ��J �j �vV Al,� v o-L 14 / ( )V _ /V '> \ 1 // Y,I I /�\ \c�cl % /\ \mil/ \ ri1J / (^r) _ /l�/l / \ !i \ \ /, \)� `�^-/o /• / a I II \ `7 •.\ < 1��/ a�/\ ) / IvG� \d`I���\�)\ (\/\< ^11\ fz�vG.�// \1 [, \I/\ _UGP -I_\=J - __ �.._-'/�'-_`Jy \ \,' \ 0 / \ �. ^ l _ c / / _ / / \ ) �/�/� F'- UGC +` —UGP L _i' ' \ _ r \ \\ l l \ l\ qr \ I �\\/� l\ S\_� l',� a v \ /tJ �. i�, l / �j \ /°r l (-j \ �' / �'�� 1_ -_ -F -UG-r - _ -- J\ sue'zl\\I�1I L - \ � r < 1 j� I �� I � \ \ >� � I \o lI- - � j n ( / �f I y t l`�'��yy _ `\ ` Y / / - / / _ ' \ ^ \` .. < _ -= /v _A�-� 7- -_-- \ - _ _ _ UGF� A T �'- T � / \ -✓- - _ E . U / _ _ - - - o o -5/ F \ I II AA ll r� \ \- e � \o!�`,S'%�/141ORE I \ \ \\ / I \�\ \ \ !J\I I I Iv/\]\ ) \I/� v( I -\ ( ®_SAAI {_/7 L��f_/P�vLIS _T It %'(� n4 --t-�. / _� \ �, �� \ \_\ \�� \ o\�I\ ! l f O \ ,�1 /-^j ..i'1'APLE i< a; c . _ _ C , ) - 1, • CJ • I 'I. �U 1 - I �' / \ \ _ _ UGT•\ \ / > \�--------------- / r }✓' 1 y i l ✓ \ // �� T ' FGT ✓ / c UG — 61GP t� / (J / \�k ' \ �7 I - "v/ V\ / �l n v i J,�A" I y \ fl^ \� / < \>r \ \ \ J �\ / \ \/ - \ _NOTE: ❑ < I C - / F / '/\ \ �i _ a GT\ [ -LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE o �� / - ` SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA /1 �'/ / a.� - BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO 3 z \✓ < / - _ / _ �^ , PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. / NP -LANDSCAPE DESIGN FOR OPEN SPACES/AMENITY SPACES WILL BE PROVIDED BY WATERSTREET STUDIO. SCALE 1"=50' -THE PLAYGROUND SHALL BE THE Al SYNERGY SY-3013 WITH A / T I "�°i ��i �/ �- _ �� j / v s _ vv v I I / / / ' - wvvVVl ( / ` - _ _ _ - ^ MULCH BASE, OR AN APPROVED EQUIVALENT. 0 50' 100' 1 t v - I I II GP V /r \ `qv TY - vVAA VAV/// vvv I� / v____ _ _ _ _ SCOTT W. WILEY No. 1629 M E 0 rn N � N C > E w a E Q LL o 3 p LL w O `6 ° W = Q�_j Voo J —u M C7W rvv W M 3:o x oa =LL ur) _ N =v>� 0 N W M � H am O ce c9 z O (L u U) U) W 0 z O U) W of w Q DATE 0912012022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY S. WILEY SCALE 1'1, i U O W J z a w a U � '^ V / O W Q co J<z W o Q W o Q Q U C2 Lu W > C)L O C) O O T� i D �O V/ JOB NO. 47036 SHEET NO. 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' / ' • /' '�r ' ' / / / // / / I A /� \ / r /v �' O °" I ' r ' I\ __- •(Q7P� v Al ° 0 ll / /// 101J, "/toI°o � • ''i/�/,/v` v/ / II VIAII o- I II I ll IIII I ll 111 IIIIIII Illlj11111�1�11/� S 00 I��O // i �/ / /�•'/ ' /// / / / I vv' \ ) iv v- fir' I/.�. \ / I IIII III II ///III / I/ll III111 Will r� 1 A ° v (� / A/� v�A l r.� ' �/ / / r / r I r Ivv r\�� vvV �V j I '• V / / l\ \ / -v ■ I 1Il 1111I11111I1111 11IjI11II1I �1111I111II I IIII I I IIIIIII II�IIIIl/ lII/IIII I1IIl0'Idl mI I/�dl 6I�l I IIIIIbI\�o It /q ",(15/)IL/EAMIvE < - I / / /////./_/ / /\rJ/ ll/ .�_, /// / , /// / ,�� > /j.�:•yi� // /,/ // / // I / I / / /I /, / \ l/ e IIIIIIIII IIII w�1)0/0' , 5TH-22' 0 _ BETC IIIIIIIIIIIId/lI (3) CRA HAW 1.\ iM 1�1 11 I IIII Illllll dl l / � // � � � J v / -.// A ' \ •• / I v v-- ''� vvv % , i / - �i / / ■ I I I I 1 I �I I I I I I I I I / l l l lI I I I Ily�'F/ l / / s /4i� �%� I - � � / / , / /, r� > / / ) r A' � � I r ' l ` v v v - / - ' ( \ / r - - > / ■ \ _ \ \ / / / ✓ r (3) CRA HAW 111 j I 2 MAG ALE II III I 1 / / /�/Ib/ // . / / /\ / /l // / r/ l I / _ / /r / / • > v / if III l /ll 111 l ll l/ / / / / / !1 ' ( I I / O' r ( ) / \ ll l �il lllil/ll///i°dF/ ' / / / / / / / / o I 2 QUE PHE / / v v 1 �� - - iC / 1 - �/. l / v 1 / , o ' < -. / v v -- X� -� -�--�- ■ e-= W o �1/\ O,L�-- /ii�/ "// C) /, r, \ �- �� v I r i I v- _ Ix D / \ ° / / / EXISTING STREET TREES 0\� Io / 0 IV 0 / 1 I \ \ \\ \ / V r / ' /i v v A� \ V A A v 1, O I \, I / r, /I _ Z\ L \ o / ® IT 0 I I A I II I I I I �' \ \ ••l�.� V v1V AI/ °JA 0 ' / / / ✓ I / �� / / // - / / I ' ' ' % — o / ��� // / , / / / A ✓ , / �i / / �/ / , 'X / yyy // /U /� / //� / r / / /" I ' / / // / / \ / -� ° / / r /' / / k°' / / / / / / SCALE 1"=20' ' /-�V /- «r .�_ -r 0 20' 40' PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM LIQ CHE LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE- AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA •CHEROKEE PRINCESS CRA HAW CRATAEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA X SOULANGEANA'ALEXANDRINA' PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CLE CAL CLETHRA ALNIFOLIA'CALEB' TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM GROIJWD COVERS BOTANICAL NAME ffP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' SCOTT W. WILEY No. 1629 M E 0 rn o N � N C > E w v E Lu Q LL o 3 p LL w0 `mom O W L M Q�-j Vo0 J —u M � C7 Lu rvv w 30V)x oa =LL ti = N xv >00 EO1 N W M a � � H Z O (L V In w 0 Z O N w W Q DATE 0912012022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY S. WILEY SCALE 1"=20' i U 0 W Q zQa W > w J a �a a U 0 w LI m J Z LL z Lu O a \ J / z J W O U 0 W 0 0 0 0 (0 V JOB NO. 47036 SHEET NO. L1.1 L \ TAP ROOTS AND WILL HAVE ADEQUATE SOIL DEPTH WHERE PLANTED. / _ - NOTE: -- EXISTING TREES PLANTED OVER THE WATER RETENTION SYSTEM WILL NOT HAVE v \ - L _o _ __ _ __ I _ _ O � I ' AND CO APPROXIMATE EXISTING TREE CANOPY p G TREE LINE TO REMAIN AS TRAIL BUFFER r r r COUNT TOWARDS TREE CANOPY CALC ` OLD LYNCH BURG R O A D m m '_ - - - -- LINE TO REMAIN FOR TRAIL BUFFER- -- _ r ' - O PRU AUT 2 -- � - PLAYGROUND -ALLREC, SEE SHT. L2.1, ' (1) ACE OGL- - - - - - _ _ - WITH A MULCH BASE, OR AN APPROVED EQUIVALENT (3)ILE AME � :- - 2,112 SF � _ - � - - - - -- — - - - � — � \\ _ \ --�-------------- ----------1--------------A----- N SCALE V=20' (20) JUN EAS - - - ��� ���- / v-�' - - `12 ILE - ---� — (12) PRU AUT 1 i �y _�I� _� _ - - _ _ _ _ - ) - -(59) HYP CAL_ - - - 12 NYSEE S WIL ___ _ - - - - 13) AME GRA - - - - _ ( ) / - - _ - _ � - - - - - - - -- OHT.- - (10) ILE GLA _ _ - 0 20' 40' r OHP > 1 _ _ _ - oHP— {-�- �OHT-(6) ILE WIN - - �- - - OHF OHT DF�Pl�,�, ---- - -OHT _ SCOTT W. WILEY No. 1629 • ♦L �®�li. - i. ISO _ � ..�..� imb -- �IWy, i■■■b i■■■i i■■rtV0-� /1► ®•.i / ■01..- M • jft ♦��� i1■Di71P f ■.•IIMir, �• �ltll[�� I■■5,:�■ �i jO■-� _ ,NO j _ a illi�[�ir •.�I '® s. 7■■[��7�■(r► �MCI awkl_,,ir4l KNIFE, ��,■ti■■7�■:F ,t ; �i �7i7®fir■�:.�G�e �,3,_ _�.'��I�t.`w: ��� / ►■�? -•�Aw'Ii S �. ..�/I� ` r �\ 4+� .i1��—'. V' �.•.�a: A.JQ�I�T��i _�..�ca�nr�.���11 � ��' if �► s � ��� 7■■L'ei{C�Va". u��._. �I i �A. i� ►��r<+�o��s_ ''i%� .�_ -I" r/I ®r��IOWNS_— _ :� 1: 1►��- „mil':; �r).34 IU. ON ..�•..�,7���'i���'i���i�'K'ff`.Y 9F'l .b .6�• •.6....• ) • b�ib�ib�ib�ib�.�. R`Nh pj .'!.'!.'!..'M.IT`.?F.PIM '!.'P!`.IT.T aP"I,aLL�il••.••O.O.O.O.O •.EA�•A4'�e..• x` L..-i•��/ � / / / f ® / �� ��=/=��/ / / ! .I / / / / / / / • • - - r / / /`/l / 0 / / / / .f /` �� a a■ter MISSION IN ,� �_.� NN cm om WIMP�� ��� IMMENSE ME wm WOR�• -co ERE. b NO p Ill Ar I �` � 1■,�■■®�■�,I ��1•'�. ifNNigtittti:�tsO tltL. N�tlt�•tt!/'�tOi `IOI'�tOI��Itttt�tti s�4?i�Stti6ttittieftoiti @ittitittiai�:tt%:tt%:tt ittitit4� � I II ,I � G� 1 alb Iln EWA �II II ► II mo MEN DATE 0912012022 1Mull DRAWN BY IIIII►� - ■■DESIGNED BY y M. RACHNER CHECKED BY S. WILEY MIL SCALE MEN hr : • - d�lll III I , „ ... . , file ��1 �, o ■� ■® _� �'� 1 : � / [A=of1tM1>+�1�1►:+�1 +.:+O+O+O+kI+.:IM:1M:+llr � I 1 III ,.II r ` � / / /� ♦� `\\� � � �� L � enQL.i CL.e OL.nOIenQleit _®�.r �� r L1 ■ PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM LIQ CHE LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS' CRA HAW CRATAEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA SOULANGEANA ALEXANDRINA' PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' Iq — '�/f' /_ � i i"� � _�_ — ' i � 'mom '�.s..� ■ � ��� .���I t ��,f. iEXISTING STREET TREES Millr - 1vv 1 SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CLE CAL CLETHRA ALNIFOLIA'CALEB'TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' � o _ _ --- __ EXISTING TREE KEY _ _ ' - _ ; = _ _ - _ _ - _ _ , - . JOB NO. 47036 MUBASE, OR AN APPROVED TREE SAVE AREA 4,906 SF -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A ! - _ I SHEET NO. MULCH EQUIVALENT. L INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 'I; ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP t/3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6"SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT • a • ' a i1 4�i%`7,R;`r�l�Ei'I��iE���'I� �'� �jf� `�% •. • WAM a see 05 a• • — I -.• • •• •• �� .,, -.• . -. 100611 • 7 HEIGHT VARIES WITH PLANTS 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp IH-284-111-297 for complete specifications) PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ACE OGL 11 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 425SF 4,675SF BET CIM 9 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2" CAL., 10' HT. B&B 431SF 3,879SF LIQ CHE 7 LIQUIDAMBAR STYRACIFLUA'WARD' TM CHEROKEE SWEET GUM 2" CAL. B&B 250 SF 1,750SF NYS WIL 12 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 2" CAL. B&B 137SF 1,644SF PLA OCC 15 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1308SF 19,620SF PLA BLO Ill I PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 2" CAL. JB&B 1395SF 4,345SF QUE PHE 18 1 QUERCUS PHELLOS I WILLOW OAK 2.5" CAL. JB&B 1395SF 3,160SF =39,073SF EVERGREEN TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ILE AME 39 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF 2,184SF JUN EAS 45 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 32SF 1,440SF =3,624SF FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL AME GRA 19 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-7' HT. B&B 130SF 2,470SF CER CAN 12 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF 1,488SF COR PRI 11 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 7'-8' HT. B&B 124SF 1,364SF CRA HAW 14 CRATAEGUS CRUS-GALLI 'CRUZAM' TM CRUSADER COCKSPUR HAWTHORN 6'-7' HT. B&B 184SF 2,576SF MAG ALE 14 MAGNOLIA X SOULANGEANA'ALEXANDRINN SAUCER MAGNOLIA 6'-7' HT. B&B 145SF 2,030SF PRU ALIT 24 1 PRUNUS SUBHIRTELLA'AUTUMNALIS' AUTUMN FLOWERING CHERRY 6'-7' HT. B&B 77SF 1,848SF =11,776SF SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME CAN 20 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 18"-24" HT./SPRD. B&B CLE CAL 37 CLETHRA ALNIFOLIA'CALEB' TM VANILLA SPICE SUMMERSWEET 12" HT. 1 GAL. FOT GAR 43 FOTHERGILLA GARDENII DWARF FOTHERGILLA 12" HT. 1 GAL. ILE GLA 10 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 52 1 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. ICONTAINER GROUND COVERS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT HYP CAL 59 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 423 LIRIOPE MUSCARI 'BIG BLUE BIG BLUE LILYTURF 1 GAL. CONTAINER 1. The following items shall be shown on the plan: ® Trecs to be saved: ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; 63 Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall he reviewed with the contractor on site. 4. Equipment Operation and Storaee: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of proposed building or grading activity shall be protected by fencing. 63 Fencing shall he in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: -® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. H. Trenchine and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 21 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION off) REQUIREMENTS. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 =54,473SF STREET TREE REQUIREMENTS *per Sec. 32.7.9.5 of the Albemarle County Code. STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE TREE PER 50 LF (240+50) = 4.8 x 2 = 10 LARGE SHADE 10 LARGE SHADE ROAD 1 240 LF OF FRONTAGE 9.6 TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 4,362 SF 4,362 x .05 = 218.1 SF 219 SF 1,285 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1LARGE SHADE 2LARGE SHADE 2LARGESHADE PARKING LOT 1 TREES PER 10 12 PARKING SPACES 12/10 = 1.2 PARKING SPACES TREES TREES 1LARGE SHADE PARKING LOT 2 TREES PER 10 7 PARKING SPACES 7/10 = .7 1LARGE SHADE 1LARGE SHADE TREES TREES PARKING SPACES 1LARGE SHADE 1LARGE SHADE 1LARGE SHADE PARKING LOT 3 TREES PER 10 4 PARKING SPACES 4/10 = .4 TREES TREES PARKING SPACES TREE CANOPY REQUIREMENTS *per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 15% OF THE LOT AREA IS 54,473 SF(PROPOSED) + TO BE COVERED BY TREE 389,863 SF 389,863 x .15 = 58,479.45 SF 58,480 SF (4,906 x 1.25 = 6,133) CANOPY SF(EXISTING) = 60,606 SF PEDESTRIAN CONNECTION LANDSCAPE REQUIREMENTS *per Southwood COD. PEDESTRIAN REQUIREMENT LENGTH CALCULATIONS REQUIRED PROVIDED CONNECTION PEDESTRIAN 4 FLOWERING TREES AND 4 11 FLOWERING 11 FLOWERING 264LF (264/100) * 4 = 10.6 TREES AND 11 TREES AND 34 CONNECTION # 1 MEDIUM SHRUBS PER 10OLF MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN 4 FLOWERING TREES AND 4 10 FLOWERING 10 FLOWERING 234LF ' = (234/100) 4 9.4 TREES AND 10 TREES AND 13 CONNECTION # 2 MEDIUM SHRUBS PER 10OLF MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN AND 4 FLOWERING TREES AND 4 40OLF 13 FLOWERING 13 FLOWERING 312LF (312/100)' 4 = 12.5 TREES AND 13 TREES AND 37 CONNECTION # 3 MEDIUM SHRUBS PER MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN 4 FLOWERING TREES AND 4 12 FLOWERING 12 FLOWERING 290LF (290/100) * 4 = 11.6 TREES AND 12 TREES AND 12 CONNECTION # 4 MEDIUM SHRUBS PER 10OLF MEDIUM SHRUBS MEDIUM SHRUBS SCOTT W. WILEY No. 1629 nE 0 o N � N ¢ o > E W ai E I- w w UM ¢ 3 p LL 0 w0 `mom C W L M ¢�_j Uoo W J —N rn 0 rA N (� W al � 3:0'x LL p Q v U N X > ¢� F . c u' YM N 2 M a� W J o W � H Z O a_ U U) W p Z O N > W W p DATE 0912012022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY S. WILEY SCALE N/A 1--I i U O J J �o LLI a C) w Q < U) O JLL O LU > Lu W o Q U W o C). Q 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. L2.0 3 L DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 48" ROCK N' ROLL SLIDE ���pLTH 0 SCOTT W. WILEY 1 No. 1629 �Y,�, 09/20/2022�,v scAPE AR C M E O O U N vi N O Q O > E W N Uj Q LL O 3 C1 LL i n Q j U m z w J —v O N 7 Z H y 7 H U X KW W ai W Blocks / Q -11 Tot Lot 3.5" ARCH SWING _ N z =u �� o �Ui U) o° ASTM Use Zones for Equipment oW LU Gne yam. 7 O . 3.5" Arch Swing Frame (swing) 32' x 24' . 48" Rock n' Roll Slide (slide) 16' x 24' - -' w LU _ -- --- -_a-._ U o ■ Novo Hylo Climb (climber) 12.25' x 18.5' _ _ ~ t o 3 � s. z � l r 1-r DATE ; ■ ANT HILL CLIMBER o o9�zo�zozz Ant Hill (climber) 15'x 20' DRAWN BY . 6' Carousel (whirl) 18' diameter is �'� z Y'a ' ; DESIGNED R NED BY .. y- r �� t-� " eAy: • M. RACHNER 6' Bench$ i ��sa3 •• CHECKED BY r • S. WILEY • • SCALE 0 N/A 18'diameter CL 6'CAROUSEL U O J Total Area: 44' x 48' zLn r LU > LU Lu C) � Q LUOmz J L Z:) LU o p NOVO HYLO CLIMBER 000 NOTES: # LU o 1. EQUIPMENT SHOWN IS FROM ALL RECREATION. EQUIVALENT EQUIPMENT CAN BE SUBMITTED FOR Q Q APPROVAL UPON REQUEST. a J W a O ! A4. ]OB NO. 47036 SHEET NO. 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Lumens Arrangement [MANUFAC] Description 2 WM3 1.000 5075 SINGLE U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-W-20LED-700mA-NW Il -I-- II 1 V3-HS 1.000 16949 SINGLE U.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-80LED-700mA-NW-HS Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = mounting height in FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 7 SCALE 1 "=30' 0 30' 60' NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. tio,�� 9\gyp Z ^� E 0 0 u N � N 0 > E w v E w w 3 Q LL tj 3 p LL 0 wO `mom O W L M oo aJ V J - uj M O1 C7w rvv U1 � 3: Q V) � X LL Ln _ N xv >� F c Y M 00 W M � H O x 0 0 O F p w w_ x Q z 0 V) 0 LM z O a_ U ) LU W 0 z O N W F Q p DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=30' l� 06 01 1 �0 Vl U z 0;a w -iU a w m 1� a w LL W ° z V p / = U ^ 2 LL 0 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. E1.0 L Date: Jun 28, 2021 V3 V3 TO A&Bris, Transmittal LIGHTING LIGH VIRGINIA Lighting Virginia -Central AgR7J E�� 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision QUol LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V3 US Architectural VLL-PLED-III-W-80LED-700MA-NW-1- XX 25' POLE American Lite Pole RNS-25-40-1 1-AB-DM1 9 Submitted bv Loirtina Virginia -Central Catalog Number: yOAM4, Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 Page 1/1 LIGHTING Southwood Subdivision XX VIRGINIA Architect: TIMMONS Notes: R-4RN E- FF00009 Liqhtinq Virginia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T I O N S OPFICALHOUSING Heavy cast low capper aluminum (A356 alloy; <0.2% capper) assembly with Intfeegqral cooling fins. The optical PorPu4 mountln9 surface Is mfietl net (surface variance <z 003' over 12•) to facilitate thermal transfer of heat to housing and roofing Ms. Solid barrier wall separates o Rcel and electrical compartments. The optical and electilcal compartments are integrated to creole one assembly. Minimum wall thickness I5.183•. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy cast low copper aluminum (A356 alloy: <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment antl a fat surface on the top of fie arm to accommodate aophotocell receptacle. Solid Earlier wall separates ptical and electrical compartment. The optical compartment and shi lwl camparbnentwtih the Integroteb suppodaan cawbine to creole one amembly. Minimum wall thickness 1s .1881 Call Philtre, gged driver assembly cover Is Integrated with wMng oompartmentcover. Pr ery OPTICS EmBtem fLED's) are onaved on a metal core PCB panel PR0l NAME: FIXTURE TYPE: MTEWMMN towards the street side and functions as a house side shielding element. Refractors ale in BPhil molded H12 is the PCB ,,rry=I. Each LED refractor seate to over an emflter and all refractors are retained by an aluminum xrvs forme. Any one Panel, or group of Panels In a lummaim. hove the some optical pattern. LED refractors produce standartl site/area distributions. Panels are field replaceable antl Ileltl rotalableln 90' Increment. LEDDRIVER(5) Car current electronic with a power Torpor of >.90 and a minimum operating temperature of d0"F/4WC. Odver(s) Is/are ILL and cUL recognized and mounted directly again= Electrical Housing to iociltiotebermal transfer. heltl dawn by universal clamps to facilitate easy � N,YP � � a• oamo ammo removal (Mine terminal blocks facilitate wiring between the dryer and of arrays. Drivers accept an input (0 - 10V 6DHz V 120nnable 50/6oss or 50.60Hhas w rd. Driver mini dimmable driver is standard. Dnverhas aminimum of 3KV �-VI intenwI Barge protection. Luminalm supplied with 20KV surge Protector for field accessible Installation.) , BvwM LED EMITTERS High outpLED's are utilized with drive current ranging Irom 350mut A to 1050mA. 70CRI Minimum. LED's are awllable in standard Neutral White (40DOK or o Clonal Cool White ( Ol or Warm White (300 C. LPonsuli Facloryforothher LEDophons. EleectrHostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 P51 Power wash W 140-IF Four step media blast and iron phospphate pretreatment for 'IF bake for protection and paint adhesion. maximum hardness and tlumbllity, sous ��,�e N' 2019214 wow US.ARCHITECTURAL U.S. Architeetural Lighting•„•�m„ © m® LV - 10AMw LIGHTING ZVIRGINIA e'y Index Page Su i Subdivision TIMMONS VALULUME SERIES - PLED POLE DRILLING TEMPLATE (51mm) V a2mm) WIREWAY .406' DIA.(Ianm) (3) HOLES WALL MOUNT 15.25" r NOM. 08lnrry EXTRUDED ALUMINUM ARM AND CAST ALUMINUM WALL BRACKET ASSEMBLY PROVIDED WITH BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY W IRE CONNECTION. WALL PLATE T T]'S- + 1 PLED'" MODULES VLL PLED E.P.A.= 0.77 Available in: 80 &40 LED Array 80 LED Array 40 LED Array Drive System HID No. of LEDs Current Watts Equivalent 350l 45 70 - 100 40 525mA 66 100-150 700mA 91 175 1050MA 142 200-250 3501 92 150-175 6.61� r) 80"DIA. (tsa 80 525T0A 136 200-250 04anm) (4) HOLES 700mA 184 400 1050m k 266 450 Spec/Order Eial VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1/RAL9w5 • A • PLED" DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TBIVII TEXTURED FINISH ❑ VLL LED ❑ TYPE II ❑ SOLED ❑ 1050MA ❑ NW (400010' ❑ 1 . ..... iF ❑ BLACK El HIGHLOW DIMMING FOR PLE0.11 ...... ® •sr RAL9005-T HARDWIRED SWITCHING OR E14OLE0 �700nu1 ❑ CW (5000K) El 2-180 NONINTEGRATED MOTION ❑ TYPE II FRONT ROW .. .. H SENSOR ............ Ell PLED-II-FR..... ® ❑525mA ❑ WHO ❑ INTERNAL ❑ WW (3000K) RAL9003-T ❑ TYPE II MEDIAN ❑ 2-90..... .. HOUSE SIDE SHIELD .. H&PLED ILLUMINATOR [I350TIA GTHnvLEDOOLaes PLE0.11-ML..... ❑ GREY ❑PHOTOCELL+VOLTAGE CONSULTNAMABLE ❑ 3.120 .... RAL-7004-T (EXAMPLE: PIER 2OV) .. PC+V ❑ PPE III MED. ❑ TWIST LOCK PLE0.111 M . VOLTAGE 3-goW ■■ ❑DARK RECEPTACLE ONLY ... TPR I-] TYPE III WIDE ® BRONRE 7-PIN TWIST LOCK PLE0.111 W. .. ❑120 BALS019•y RECEPTACLE ONLY... TPR7 ❑ TYPE IV PLED -IV. ❑ 208 PLEASE SPECIFY ❑ 440....... M* ■ ❑GREEN ❑SINGLE FUSE (120V, 27N, 347V)..SF ElTYPE IV ❑ 240 ❑ UNIVERSAL POLE RA�sT ❑ FUSE PLED4V-Fr ..... ❑ 277 ADAPTOR..... UPA PLEASE (2091DOUB4OV, (208V, 240V. 480V).. DF ❑TYPE VNARROW EI 347 WALL SPECIFY ❑ STEP DIM MOTION SENSOR PLED-VSH-N ... MOUNT (PROGRAMMED 50/100) ❑ TYPE V MED. ❑ 480 Will ......... ................... MSF211 PLE0.V3Q-M' roo111aN 00U)11!i ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONAGE RATOR PLE0.VSQ-W _ ................ MSFC70 4mwaane.eowmedaEwsssl U.S. ARCHITECTURAL U.S. Architectural Lighting M_reflsol) tip Ea[(451)25a-'dnwwousishilsom © _® VDAM, Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 PbAlf, Job Name: RNS-25-40-11-AB-DM19 LIGHTING Southwood Subdivision XX V3 LIGHTING Southwood Subdivision 25' POLE VIRGINIA Architect: TIMMONS Notes: VIRGINIA Architect: TIMMONS Notes: gRNE`'` LV-CENTRAL20-30857 4RNE� LV-CENTRAL20-30857 I VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE THAN HR TEMP. WATTS VOLTS INPUTAMPS 40 LED 40 PLED Optical 5,585- 5,306- 5,864- 85,000+ 40OF 43 120 0.36 Module -3501 6,408 6,088 6.729 277 0.16 347 0.12 40 LED 40 PLED°Optical 8,059- 7,656- Ell 85,000+ -401 65 120 0.54 Module -525mA 9,246 8,784 9,709 277 0.23 347 0.19 40 LED 40 PIED -Optical 10,240- 9,728- 10,752- 85,000+ -4CrF 87 120 0.73 Module -7001 11,749 11,162 IZ337 277 0.31 347 0.25 40 LED 40 PLED°Optical 13,642- 12,960- 14,324- 85,000+ 401E 128 120 1.07 Module -1O50mA 16,652 14,870 16,436 277 0.46 347 0.37 8o LED 80 PLED"Optical 10,824- 10,283- 11.365- 115,001 40'F 86 120 0.72 Module -350mA 12,419 11,798 13,040 277 0.31 347 0.25 80 LED 80 PLED"Optical 15,587- 14,808- 16,366- 85,000+ 401F 130 120 1.08 Module -525mA 17,894 16,990 18,778 277 0.47 347 0.37 So LED 80 PLED"Optical 19.767- 18,779- 20,755- 85,00D+ 401E 174 120 1A5 Module-700mA 22.680 21,546 23,814 277 0.63 347 OSO 80 LED 80 PLED"Optical 26,255- 24,942- 27,568- 85,000+ 401F 257 12D 2.14 Module -10,50mA 30,124 28,618 31,630 277 0.93 347 0.74 NOTES: 1. MOK InputAmps is me highest of starting, operating, or open dreuti currents 2. Omen values for LED Modules vary according b the detdbuti n type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient for protect all wiring components. Far elecimnic driver antl LED component protection, use I OKV - 20KV surge suppressors. 5. L70CM -TM-21 as rule applied WARNING: All Bxtures must be Installed In acoordanoe with local codes or ti1e National Electrical Cade. Fallure to do so may muff In serious Personal injury DETAIL 3 POLE HEIGHT 25' (FT) 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 8" ETAIL 2 DETAIL 1 BASE COVER 0' VIEW ❑T20 (2.38" OD X 4" TALL) 7.50"-8.50" ❑T25 (2.88" OD X 4- TALL) 180' BOLT CIRCLE ❑ T30 (3.50" OD X 6" TALL) ❑ D28 9D' 27D 8.00" 90. + ,270' TO m \ / ❑ D29 m m ❑ D39 Bo' z7D p• .88"0 SLOTTED BOLT HOLES (TYP) ❑ D32 6G I m I I I I I ❑D49 80' z7D 1-7`5" � __ _ BWL a 9 (!7QlLtlXMI. NwprDX DETAIL 3 POLE TOP DETAIL 1 BASE PLATE IF .75" NMAgRBOLTTEMRATEe ABT-080 4 TO22.B OTHERS C TDOWNCONCRETE HEX NUT Be ERALLBASEIG OTHERS WASHER (X2) X FORO FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17.)0., PROJECTION T 3.75" D19-DRILLED FOR SINGLE LUMINAIRE CJ/ 1 3.00" .`r.S.., DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED TO: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AWS DIA MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)AA DISCLAIMER ALTHOUGH ABRATIONS SEVERE NTO AUNCAN MPROF ALL O8 THEY INFLUENCED BY MANYY INTERACTING VARIABLESNB ATONS ARE GENERALLYUNPREDICiAB E THE USES MAINTENANCE PROGRAM SHOD INCLUDE OBSERVATION FOR EXCESSIVE WBtARON AND EXNMINATON FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FAPGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED VERSION, HARMONIC OSOLLATION OR RESONANCE ASSOCIATED NTH MOVEMENT OF AIR CURRENTS AROUND THE POLL. LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WIND SPEED(mph) g0 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT' 3.8 2.3 1 1.9 1 0.8 1 - - - WEIGHT (Itl 40 40 40 1 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT WEIGHT TYPE DESIGN LENGTH DIA. "A. OR THK (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 1 4.00 4.00 11 DA (.120") 145 DETAIL GENERAL NOTES M E O O N � N C > E L a E BB N_ HWVH a) 3 LL t 3 0 LL O L0 ra ^y Y W L Qom_ V00 _J - LA .. a LFI CA CD W w� 3: 0 X LL �4= =7 _ N N =v>Do C S Y an N un W M CD ULI d � U, H- am O ce c9 Z O CL c . L Lu 0 L L Z F U) L C DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. 1J T 06 01 1 T\ V U J 0>sell � W W � 0 Q i w U Tessessel Q F_ LL W W 2 (f) z 0 \l U U O T i a 0 0 0 �T i I- 0 U) L maw"aw.-.1salmad..ok. © U.S. ARCHITECTURAL U.S. Architectural Lighting PI'ro'ssU2asamno"'avwol w,m.vJl9.vm _® T Me CONFIDSNTIAL•e DESCRIPTION: .;a c ors wmw am w wa ROUND STRAIGHT STEEL ANCHOR BASE DM wlMa MDNeER: NomrmMv MD mrr�mi aMMrmamR 1MA11g1moasEwxNTvrrcFTNs ooaAeea RNS-2540.11-Aa wcm NnwPmowmansemawuna 25' %4.0" X I I GA iMMMBaGl11m WIE JOB NO. 47036 SHEET NO. E2.0